Bridge Statistics for Seymour, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 459ft / 140mTotal length
- 371,883Total average daily traffic
- 22,427Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Seymour
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 51930-1939
- 31950-1959
- 81960-1969
- 41980-1989
- 11990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 41980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 14.3%Good
- 64.3%Satisfactory
- 21.4%Fair
- Bridge Condition - Superstructure
- 5.9%Very good
- 23.5%Good
- 35.3%Satisfactory
- 35.3%Fair
- Bridge Condition - Substructure
- 18.8%Good
- 62.5%Satisfactory
- 18.8%Fair
- Bridge Condition - Channel
- 6.7%Very good
- 13.3%Good
- 33.3%Satisfactory
- 46.7%Fair
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Structure Number: 585, Location: .1 MI N OF EXIT 21 RTE 8N (Lat: 41.381697, Lng: -73.079411), Route carried "on" structure: State highway 8, Year Built: 1961, Year Reconstructed: 1989, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 52,800 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 78,456 (year 2038), Design Load: HS 20, Features Intersected: SR 728 (DERBY AVENUE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.131, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 32.4 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: 24.9 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: 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: January 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: 585, Location: .1 MI N OF EXIT 21 RTE 8N (Lat: 41.381697, Lng: -73.079411), Route carried "on" structure: State highway 8, Year Built: 1961, Year Reconstructed: 1989, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 52,800 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 78,456 (year 2038), Design Load: HS 20, Features Intersected: SR 728 (DERBY AVENUE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.131, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 32.4 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: 24.9 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: 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: January 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: 587, Location: 0.3 MI S OF ROUTE 67 (Lat: 41.393333, Lng: -73.076228), Route carried "on" structure: State highway 8, Year Built: 1961, Year Reconstructed: 1994, Status: Open, Structure Length: 30.57m (100.30ft), Average Daily Traffic: 52,800 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 78,456 (year 2038), Design Load: HS 20, Features Intersected: RTE 313 & NAUGATUCK RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.338, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 88.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 587, Location: 0.3 MI S OF ROUTE 67 (Lat: 41.393333, Lng: -73.076228), Route carried "on" structure: State highway 8, Year Built: 1961, Year Reconstructed: 1994, Status: Open, Structure Length: 30.57m (100.30ft), Average Daily Traffic: 52,800 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 78,456 (year 2038), Design Load: HS 20, Features Intersected: RTE 313 & NAUGATUCK RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.338, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 88.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 588, Location: ROUTE 8 EXIT 22 (Lat: 41.396758, Lng: -73.072014), Route carried "on" structure: State highway 8, Year Built: 1962, Year Reconstructed: 1994, Status: Open, Structure Length: 52.58m (172.51ft), Average Daily Traffic: 42,100 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 62,556 (year 2038), Design Load: HS 20, Features Intersected: RTE 67,METRO N & RAMP 49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.773, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 27, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 588, Location: ROUTE 8 EXIT 22 (Lat: 41.396758, Lng: -73.072014), Route carried "on" structure: State highway 8, Year Built: 1962, Year Reconstructed: 1994, Status: Open, Structure Length: 52.58m (172.51ft), Average Daily Traffic: 42,100 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 62,556 (year 2038), Design Load: HS 20, Features Intersected: RTE 67,METRO N & RAMP 49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.773, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 27, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 702, Location: 0.9 MI S OF ROUTE 104 (Lat: 41.100600, Lng: -73.582222), Route carried "on" structure: City street , Year Built: 1937, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,977 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 5,909 (year 2041), Features Intersected: ROUTE 15, Facility Carried by Structure: RIVER BANK ROAD
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.193, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 702, Location: 0.9 MI S OF ROUTE 104 (Lat: 41.100600, Lng: -73.582222), Route carried "on" structure: City street , Year Built: 1937, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,977 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 5,909 (year 2041), Features Intersected: ROUTE 15, Facility Carried by Structure: RIVER BANK ROAD
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.193, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 1059, Location: 0.6 MILE WEST OF ROUTE 8 (Lat: 41.397578, Lng: -73.086067), Route carried "on" structure: State highway 67, Year Built: 1934, Year Reconstructed: 2001, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 19,400 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 28,826 (year 2035), Design Load: HS 20, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.859, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 67.9 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2021, Underwater Inspection Date: December 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: 1059, Location: 0.6 MILE WEST OF ROUTE 8 (Lat: 41.397578, Lng: -73.086067), Route carried "on" structure: State highway 67, Year Built: 1934, Year Reconstructed: 2001, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 19,400 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 28,826 (year 2035), Design Load: HS 20, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.859, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 67.9 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2021, Underwater Inspection Date: December 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: 106, Location: 0.4 MI W OF ROUTE 8 (Lat: 41.397722, Lng: -73.081175), Route carried "on" structure: State highway 67, Year Built: 1950, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 19,400 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 28,826 (year 2035), Design Load: HS 20, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.261, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 43.7 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: 33.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 106, Location: 0.4 MI W OF ROUTE 8 (Lat: 41.397722, Lng: -73.081175), Route carried "on" structure: State highway 67, Year Built: 1950, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 19,400 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 28,826 (year 2035), Design Load: HS 20, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.261, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 43.7 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: 33.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1061, Location: 0.3 MI WEST OF ROUTE 8 (Lat: 41.397681, Lng: -73.079347), Route carried "on" structure: State highway 67, Year Built: 1950, Year Reconstructed: 1982, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 19,400 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 28,826 (year 2035), Design Load: HS 20, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.406, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 31.8 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: 24.3 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 1061, Location: 0.3 MI WEST OF ROUTE 8 (Lat: 41.397681, Lng: -73.079347), Route carried "on" structure: State highway 67, Year Built: 1950, Year Reconstructed: 1982, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 19,400 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 28,826 (year 2035), Design Load: HS 20, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.406, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 31.8 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: 24.3 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 1062, Location: JUST WEST OF ROUTE 313 (Lat: 41.396478, Lng: -73.075092), Route carried "on" structure: State highway 67, Year Built: 1936, Year Reconstructed: 1991, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 18,300 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 27,192 (year 2035), Features Intersected: NAUGATUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.760, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 1062, Location: JUST WEST OF ROUTE 313 (Lat: 41.396478, Lng: -73.075092), Route carried "on" structure: State highway 67, Year Built: 1936, Year Reconstructed: 1991, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 18,300 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 27,192 (year 2035), Features Intersected: NAUGATUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.760, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 1064, Location: 50 YD N OF WASHINGTON AVE (Lat: 41.396997, Lng: -73.071342), Route carried "on" structure: State highway 67, Year Built: 1936, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 18,300 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 27,192 (year 2035), Features Intersected: BLADENS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.147, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Superstructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 1064, Location: 50 YD N OF WASHINGTON AVE (Lat: 41.396997, Lng: -73.071342), Route carried "on" structure: State highway 67, Year Built: 1936, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 18,300 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 27,192 (year 2035), Features Intersected: BLADENS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.147, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Superstructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 1065, Location: 0.9 MI E OF ROUTE 8 (Lat: 41.397539, Lng: -73.057231), Route carried "on" structure: State highway 67, Year Built: 1928, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 10,400 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 15,453 (year 2035), Design Load: H 15, Features Intersected: BLADENS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.386, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1065, Location: 0.9 MI E OF ROUTE 8 (Lat: 41.397539, Lng: -73.057231), Route carried "on" structure: State highway 67, Year Built: 1928, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 10,400 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 15,453 (year 2035), Design Load: H 15, Features Intersected: BLADENS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.386, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2021, Underwater 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: 1585, Location: 200 FEET EAST OF ROUTE 67 (Lat: 41.396347, Lng: -73.076650), Route carried "on" structure: State highway 313, Year Built: 1936, Year Reconstructed: 2000, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 5,200 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 7,727 (year 2035), Design Load: H 20, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.1 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: 41.8 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: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1585, Location: 200 FEET EAST OF ROUTE 67 (Lat: 41.396347, Lng: -73.076650), Route carried "on" structure: State highway 313, Year Built: 1936, Year Reconstructed: 2000, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 5,200 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 7,727 (year 2035), Design Load: H 20, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.1 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: 41.8 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: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1586, Location: 450 FEET EAST OF ROUTE 8 (Lat: 41.392350, Lng: -73.074506), Route carried "on" structure: State highway 313, Year Built: 1958, Status: Open, Structure Length: 14.42m (47.31ft), Average Daily Traffic: 9,800 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 14,562 (year 2035), Design Load: HS 20, Features Intersected: NAUGATUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 23.9m (78.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1586, Location: 450 FEET EAST OF ROUTE 8 (Lat: 41.392350, Lng: -73.074506), Route carried "on" structure: State highway 313, Year Built: 1958, Status: Open, Structure Length: 14.42m (47.31ft), Average Daily Traffic: 9,800 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 14,562 (year 2035), Design Load: HS 20, Features Intersected: NAUGATUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 23.9m (78.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 4148, Location: 100 FT S OF HARTFORD ROAD (Lat: 41.764231, Lng: -72.530600), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,186 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,762 (year 2041), 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: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.8 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, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 4148, Location: 100 FT S OF HARTFORD ROAD (Lat: 41.764231, Lng: -72.530600), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,186 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,762 (year 2041), 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: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.8 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, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 4192, Location: 0.2 MILE EAST OF ROUTE 67 (Lat: 41.396672, Lng: -73.068122), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 2,490 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 3,700 (year 2034), Design Load: HS 20, Features Intersected: BLADENS RIVER, Facility Carried by Structure: DAY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 59.9 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: 46.3 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4192, Location: 0.2 MILE EAST OF ROUTE 67 (Lat: 41.396672, Lng: -73.068122), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 2,490 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 3,700 (year 2034), Design Load: HS 20, Features Intersected: BLADENS RIVER, Facility Carried by Structure: DAY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 59.9 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: 46.3 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 4193, Location: 0.1 MI SOUTH OF ROUTE 67 (Lat: 41.395872, Lng: -73.060419), Route carried "on" structure: City street , Year Built: 1924, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,160 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 3,210 (year 2034), Design Load: H 15, Features Intersected: BLADENS RIVER, Facility Carried by Structure: PEARL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4193, Location: 0.1 MI SOUTH OF ROUTE 67 (Lat: 41.395872, Lng: -73.060419), Route carried "on" structure: City street , Year Built: 1924, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,160 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 3,210 (year 2034), Design Load: H 15, Features Intersected: BLADENS RIVER, Facility Carried by Structure: PEARL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4382, Location: .8M N OF RT 67 (EX 22,RT8 (Lat: 41.406383, Lng: -73.069325), Route carried "on" structure: State highway 721, Year Built: 1981, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 1,800 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,675 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 34.0 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: 26.2 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4382, Location: .8M N OF RT 67 (EX 22,RT8 (Lat: 41.406383, Lng: -73.069325), Route carried "on" structure: State highway 721, Year Built: 1981, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 1,800 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,675 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 34.0 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: 26.2 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 5933, Location: 0.25 MILE W OF DANBURY TL (Lat: 41.363264, Lng: -73.505750), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 4,330 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 6,434 (year 2041), Features Intersected: MIRY BROOK, Facility Carried by Structure: GEO.WASHINGTON HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2021, Underwater Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 5933, Location: 0.25 MILE W OF DANBURY TL (Lat: 41.363264, Lng: -73.505750), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 4,330 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 6,434 (year 2041), Features Intersected: MIRY BROOK, Facility Carried by Structure: GEO.WASHINGTON HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2021, Underwater Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 6019, Location: 0.1 MI N OF ROUTE 67 (Lat: 41.399414, Lng: -73.052131), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 340 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 505 (year 2038), Features Intersected: BLADENS RIVER, Facility Carried by Structure: CHATFIELD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: April 2020
Structure Number: 6019, Location: 0.1 MI N OF ROUTE 67 (Lat: 41.399414, Lng: -73.052131), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 340 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 505 (year 2038), Features Intersected: BLADENS RIVER, Facility Carried by Structure: CHATFIELD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: April 2020
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Structure Number: 585, Location: .1 MI N OF EXIT 21 RTE 8N (Lat: 41.381697, Lng: -73.079411), Route carried "under" structure: ServiceState highway 728, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 3,100 (year 2015), Truck Traffic: 3%, Features Intersected: SR 728 (DERBY AVENUE), Facility Carried by Structure: ROUTE 8
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.209, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 585, Location: .1 MI N OF EXIT 21 RTE 8N (Lat: 41.381697, Lng: -73.079411), Route carried "under" structure: ServiceState highway 728, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 3,100 (year 2015), Truck Traffic: 3%, Features Intersected: SR 728 (DERBY AVENUE), Facility Carried by Structure: ROUTE 8
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.209, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
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Structure Number: 587, Location: 0.3 MI S OF ROUTE 67 (Lat: 41.393333, Lng: -73.076228), Route carried "under" structure: State highway 313, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 5,200 (year 2015), Truck Traffic: 5%, Features Intersected: RTE 313 & NAUGATUCK RIV, Facility Carried by Structure: ROUTE 8
Minimum Vertical Clearance: 6.93m (22.74ft), Kilometerpoint: 0.515, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 587, Location: 0.3 MI S OF ROUTE 67 (Lat: 41.393333, Lng: -73.076228), Route carried "under" structure: State highway 313, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 5,200 (year 2015), Truck Traffic: 5%, Features Intersected: RTE 313 & NAUGATUCK RIV, Facility Carried by Structure: ROUTE 8
Minimum Vertical Clearance: 6.93m (22.74ft), Kilometerpoint: 0.515, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
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Structure Number: 588, Location: ROUTE 8 EXIT 22 (Lat: 41.396758, Lng: -73.072014), Route carried "under" structure: State highway 67, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 15,900 (year 2015), Truck Traffic: 5%, Features Intersected: RTE 67,METRO N & RAMP 49, Facility Carried by Structure: ROUTE 8
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 42.889, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 588, Location: ROUTE 8 EXIT 22 (Lat: 41.396758, Lng: -73.072014), Route carried "under" structure: State highway 67, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 15,900 (year 2015), Truck Traffic: 5%, Features Intersected: RTE 67,METRO N & RAMP 49, Facility Carried by Structure: ROUTE 8
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 42.889, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 588, Location: ROUTE 8 EXIT 22 (Lat: 41.396758, Lng: -73.072014), Route carried "under" structure: Ramp State highway 8, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 5,400 (year 2018), Truck Traffic: 5%, Features Intersected: RTE 67,METRO N & RAMP 49
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.161, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 588, Location: ROUTE 8 EXIT 22 (Lat: 41.396758, Lng: -73.072014), Route carried "under" structure: Ramp State highway 8, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 5,400 (year 2018), Truck Traffic: 5%, Features Intersected: RTE 67,METRO N & RAMP 49
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.161, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 588, Location: ROUTE 8 EXIT 22 (Lat: 41.396758, Lng: -73.072014), Route carried "under" structure: Ramp State highway 8, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 5,400 (year 2018), Truck Traffic: 8%, Features Intersected: RTE 67,METRO N & RAMP 49
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 0.322, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 588, Location: ROUTE 8 EXIT 22 (Lat: 41.396758, Lng: -73.072014), Route carried "under" structure: Ramp State highway 8, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 5,400 (year 2018), Truck Traffic: 8%, Features Intersected: RTE 67,METRO N & RAMP 49
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 0.322, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 4382, Location: .8M N OF RT 67 (EX 22,RT8 (Lat: 41.406383, Lng: -73.069325), Route carried "under" structure: State highway 8, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 52,700 (year 2018), Truck Traffic: 8%, Features Intersected: ROUTE 8, Facility Carried by Structure: SR721-NO MAIN ST
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 31.221, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 4382, Location: .8M N OF RT 67 (EX 22,RT8 (Lat: 41.406383, Lng: -73.069325), Route carried "under" structure: State highway 8, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 52,700 (year 2018), Truck Traffic: 8%, Features Intersected: ROUTE 8, Facility Carried by Structure: SR721-NO MAIN ST
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 31.221, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)