Bridge Statistics for Watertown, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 177ft / 53.9mTotal length
- $2,696,000Total costs
- 185,820Total average daily traffic
- 10,147Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Watertown
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 21900-1909
- 11910-1919
- 21920-1929
- 81960-1969
- 21980-1989
- 21990-1999
- 32000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 41980-1989
- 31990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 7.1%Very good
- 50.0%Good
- 28.6%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 7.1%Very good
- 28.6%Good
- 42.9%Satisfactory
- 14.3%Fair
- 7.1%Poor
- Bridge Condition - Substructure
- 21.4%Good
- 71.4%Satisfactory
- 7.1%Poor
- Bridge Condition - Channel
- 57.1%Good
- 28.6%Satisfactory
- 14.3%Fair
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Structure Number: 1115, Location: 250' EAST OF WATERTOWN TL (Lat: 41.586783, Lng: -73.081389), Route carried "on" structure: State highway 73, Year Built: 1914, Year Reconstructed: 1987, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 12,600 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 18,722 (year 2035), Features Intersected: STEELE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.205, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Good, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1115, Location: 250' EAST OF WATERTOWN TL (Lat: 41.586783, Lng: -73.081389), Route carried "on" structure: State highway 73, Year Built: 1914, Year Reconstructed: 1987, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 12,600 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 18,722 (year 2035), Features Intersected: STEELE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.205, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Good, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1723, Location: 1.3 MI NO OF WATERBURY TL (Lat: 41.605731, Lng: -73.064364), Route carried "on" structure: State highway 8, Year Built: 1964, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 15,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 22,289 (year 2038), Design Load: HS 20, Features Intersected: ROUTE 262
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.184, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.6m (87.3ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1723, Location: 1.3 MI NO OF WATERBURY TL (Lat: 41.605731, Lng: -73.064364), Route carried "on" structure: State highway 8, Year Built: 1964, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 15,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 22,289 (year 2038), Design Load: HS 20, Features Intersected: ROUTE 262
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.184, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.6m (87.3ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1724, Location: 1.3 MI N OF WATERBURY TL (Lat: 41.605886, Lng: -73.063847), Route carried "on" structure: State highway 8, Year Built: 1964, Year Reconstructed: 2004, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 15,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 22,289 (year 2038), Design Load: HL 93, Features Intersected: ROUTE 262
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.217, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 55.4 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: 42.4 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1724, Location: 1.3 MI N OF WATERBURY TL (Lat: 41.605886, Lng: -73.063847), Route carried "on" structure: State highway 8, Year Built: 1964, Year Reconstructed: 2004, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 15,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 22,289 (year 2038), Design Load: HL 93, Features Intersected: ROUTE 262
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.217, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 55.4 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: 42.4 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1725, Location: 1.9 MI. N OF WATERBURY TL (Lat: 41.614717, Lng: -73.061978), Route carried "on" structure: State highway 8, Year Built: 1964, Year Reconstructed: 1992, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 15,100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 22,437 (year 2038), Design Load: HS 20, Features Intersected: ECHO LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.214, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1725, Location: 1.9 MI. N OF WATERBURY TL (Lat: 41.614717, Lng: -73.061978), Route carried "on" structure: State highway 8, Year Built: 1964, Year Reconstructed: 1992, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 15,100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 22,437 (year 2038), Design Load: HS 20, Features Intersected: ECHO LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.214, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1726, Location: 1.9 MI NORTH WATERBURY LN (Lat: 41.614828, Lng: -73.061625), Route carried "on" structure: State highway 8, Year Built: 1964, Year Reconstructed: 2004, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 14,900 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 22,140 (year 2038), Design Load: HS 20, Features Intersected: ECHO LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.247, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 59.0 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: 45.4 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: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1726, Location: 1.9 MI NORTH WATERBURY LN (Lat: 41.614828, Lng: -73.061625), Route carried "on" structure: State highway 8, Year Built: 1964, Year Reconstructed: 2004, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 14,900 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 22,140 (year 2038), Design Load: HS 20, Features Intersected: ECHO LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.247, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 59.0 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: 45.4 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: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1727, Location: 0.1 MILE SOUTH OF EXIT 38 (Lat: 41.647733, Lng: -73.081564), Route carried "on" structure: State highway 8, Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 16,950 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 25,186 (year 2038), Design Load: HS 20, Features Intersected: BRANCH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.527, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 95.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1727, Location: 0.1 MILE SOUTH OF EXIT 38 (Lat: 41.647733, Lng: -73.081564), Route carried "on" structure: State highway 8, Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 16,950 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 25,186 (year 2038), Design Load: HS 20, Features Intersected: BRANCH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.527, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 95.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1728, Location: 0.1 MILE SOUTH OF EXIT 38 (Lat: 41.647783, Lng: -73.081922), Route carried "on" structure: State highway 8, Year Built: 1964, Year Reconstructed: 1992, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 16,950 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 25,186 (year 2038), Design Load: HS 20, Features Intersected: BRANCH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.527, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.5 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: 21.1 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1728, Location: 0.1 MILE SOUTH OF EXIT 38 (Lat: 41.647783, Lng: -73.081922), Route carried "on" structure: State highway 8, Year Built: 1964, Year Reconstructed: 1992, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 16,950 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 25,186 (year 2038), Design Load: HS 20, Features Intersected: BRANCH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.527, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.5 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: 21.1 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 375, Location: .3 MI EAST OF RTE 63 (Lat: 41.604128, Lng: -73.112639), Route carried "on" structure: City street , Year Built: 1929, Year Reconstructed: 2001, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,600 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 8,321 (year 2037), Features Intersected: STEELE BROOK, Facility Carried by Structure: ECHO LAKE ROAD #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 375, Location: .3 MI EAST OF RTE 63 (Lat: 41.604128, Lng: -73.112639), Route carried "on" structure: City street , Year Built: 1929, Year Reconstructed: 2001, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,600 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 8,321 (year 2037), Features Intersected: STEELE BROOK, Facility Carried by Structure: ECHO LAKE ROAD #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, 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: 4408, Location: OFF GUERNSEYTOWN ROAD (Lat: 41.629172, Lng: -73.158842), Route carried "on" structure: City street , Year Built: 1860, Year Reconstructed: 2015, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 386 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 574 (year 2041), Features Intersected: NONEWAUG RIVER, Facility Carried by Structure: SKILTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.4 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: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 4408, Location: OFF GUERNSEYTOWN ROAD (Lat: 41.629172, Lng: -73.158842), Route carried "on" structure: City street , Year Built: 1860, Year Reconstructed: 2015, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 386 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 574 (year 2041), Features Intersected: NONEWAUG RIVER, Facility Carried by Structure: SKILTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.4 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: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 4409, Location: 0.2 MILE EAST OF ROUTE 63 (Lat: 41.612550, Lng: -73.119381), Route carried "on" structure: City street , Year Built: 1929, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,486 (year 2039), Features Intersected: STEELE BROOK, Facility Carried by Structure: WOOLSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Total Project Cost: $2,696,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4409, Location: 0.2 MILE EAST OF ROUTE 63 (Lat: 41.612550, Lng: -73.119381), Route carried "on" structure: City street , Year Built: 1929, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,486 (year 2039), Features Intersected: STEELE BROOK, Facility Carried by Structure: WOOLSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Total Project Cost: $2,696,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5321, Location: 500 FEET EAST OF ROUTE 63 (Lat: 41.598581, Lng: -73.111825), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 4,814 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 7,153 (year 2035), Design Load: HS 20, Features Intersected: STEELE BROOK, Facility Carried by Structure: FRENCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 5321, Location: 500 FEET EAST OF ROUTE 63 (Lat: 41.598581, Lng: -73.111825), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 4,814 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 7,153 (year 2035), Design Load: HS 20, Features Intersected: STEELE BROOK, Facility Carried by Structure: FRENCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 5633, Location: 0.2 MILE EAST OF ROUTE 8 (Lat: 41.615572, Lng: -73.057972), Route carried "on" structure: State highway 262, Year Built: 1988, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 5,900 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 8,767 (year 2037), Design Load: HS 20, Features Intersected: NAUGATUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.019, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 94.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: 5633, Location: 0.2 MILE EAST OF ROUTE 8 (Lat: 41.615572, Lng: -73.057972), Route carried "on" structure: State highway 262, Year Built: 1988, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 5,900 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 8,767 (year 2037), Design Load: HS 20, Features Intersected: NAUGATUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.019, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 94.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: 6241, Location: 200 FT NORTH OF ROUTE 73 (Lat: 41.589453, Lng: -73.088617), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 2,534 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 3,765 (year 2037), Design Load: HS 20, Features Intersected: STEELE BROOK, Facility Carried by Structure: RIVERSIDE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 76.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6241, Location: 200 FT NORTH OF ROUTE 73 (Lat: 41.589453, Lng: -73.088617), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 2,534 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 3,765 (year 2037), Design Load: HS 20, Features Intersected: STEELE BROOK, Facility Carried by Structure: RIVERSIDE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 76.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, 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: 6246, Location: INT. MAIN & RIVERSIDE STS (Lat: 41.588989, Lng: -73.088028), Route carried "on" structure: State highway 73, Year Built: 1994, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 15,000 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 22,289 (year 2037), Design Load: HS 20, Features Intersected: STEELE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 39.9m (130.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 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: 34.7 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6246, Location: INT. MAIN & RIVERSIDE STS (Lat: 41.588989, Lng: -73.088028), Route carried "on" structure: State highway 73, Year Built: 1994, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 15,000 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 22,289 (year 2037), Design Load: HS 20, Features Intersected: STEELE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 39.9m (130.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 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: 34.7 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, 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: 6835, Location: 100 FT EAST OF FALLS AVE (Lat: 41.594217, Lng: -73.076242), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 4,636 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 6,889 (year 2037), Design Load: HS 20, Features Intersected: TURKEY BROOK, Facility Carried by Structure: SUNNYSIDE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 13.8m (45.3ft), Skew: 1 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: 0.2m (0.7ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 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: 42.1 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: 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: July 2021
Structure Number: 6835, Location: 100 FT EAST OF FALLS AVE (Lat: 41.594217, Lng: -73.076242), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 4,636 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 6,889 (year 2037), Design Load: HS 20, Features Intersected: TURKEY BROOK, Facility Carried by Structure: SUNNYSIDE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 13.8m (45.3ft), Skew: 1 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: 0.2m (0.7ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 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: 42.1 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: 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: July 2021
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Structure Number: 6932, Location: 500 FT E OF FALLS AVENUE (Lat: 41.589022, Lng: -73.076103), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 200 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 297 (year 2037), Features Intersected: TURKEY BROOK, Facility Carried by Structure: SKIPPER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 70.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, 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, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6932, Location: 500 FT E OF FALLS AVENUE (Lat: 41.589022, Lng: -73.076103), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 200 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 297 (year 2037), Features Intersected: TURKEY BROOK, Facility Carried by Structure: SKIPPER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 70.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, 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, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6933, Location: 150 FT W OF FALLS AVENUE (Lat: 41.596861, Lng: -73.075900), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 74 (year 2037), Features Intersected: TURKEY BROOK, Facility Carried by Structure: SUNNY LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 70.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6933, Location: 150 FT W OF FALLS AVENUE (Lat: 41.596861, Lng: -73.075900), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 74 (year 2037), Features Intersected: TURKEY BROOK, Facility Carried by Structure: SUNNY LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 70.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6935, Location: 0.1 MI N OF SUNNYSIDE AVE (Lat: 41.595833, Lng: -73.075833), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 2,200 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 3,269 (year 2037), Features Intersected: TURKEY BROOK, Facility Carried by Structure: FALLS AVENUE NO. 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 70.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 6935, Location: 0.1 MI N OF SUNNYSIDE AVE (Lat: 41.595833, Lng: -73.075833), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 2,200 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 3,269 (year 2037), Features Intersected: TURKEY BROOK, Facility Carried by Structure: FALLS AVENUE NO. 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 70.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1723, Location: 1.3 MI NO OF WATERBURY TL (Lat: 41.605731, Lng: -73.064364), Route carried "under" structure: State highway 262, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 7,800 (year 2017), Truck Traffic: 5%, Features Intersected: ROUTE 262, Facility Carried by Structure: ROUTE 8 SOUTHBOUND
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 4.635, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.6m (87.3ft)
Structure Number: 1723, Location: 1.3 MI NO OF WATERBURY TL (Lat: 41.605731, Lng: -73.064364), Route carried "under" structure: State highway 262, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 7,800 (year 2017), Truck Traffic: 5%, Features Intersected: ROUTE 262, Facility Carried by Structure: ROUTE 8 SOUTHBOUND
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 4.635, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.6m (87.3ft)
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Structure Number: 1724, Location: 1.3 MI N OF WATERBURY TL (Lat: 41.605886, Lng: -73.063847), Route carried "under" structure: State highway 262, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 7,800 (year 2017), Truck Traffic: 5%, Features Intersected: ROUTE 262, Facility Carried by Structure: ROUTE 8 NORTHBOUND
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 4.683, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 1724, Location: 1.3 MI N OF WATERBURY TL (Lat: 41.605886, Lng: -73.063847), Route carried "under" structure: State highway 262, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 7,800 (year 2017), Truck Traffic: 5%, Features Intersected: ROUTE 262, Facility Carried by Structure: ROUTE 8 NORTHBOUND
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 4.683, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
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Structure Number: 3298, Location: 0.1 MI WEST WATERTOWN TL (Lat: 41.586706, Lng: -73.082503), Route carried "under" structure: State highway 73, Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 10,700 (year 2017), Truck Traffic: 9%, Features Intersected: ROUTE 73, Facility Carried by Structure: FACTORY WALK
Minimum Vertical Clearance: 6.30m (20.67ft), Kilometerpoint: 2.108, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 3298, Location: 0.1 MI WEST WATERTOWN TL (Lat: 41.586706, Lng: -73.082503), Route carried "under" structure: State highway 73, Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 10,700 (year 2017), Truck Traffic: 9%, Features Intersected: ROUTE 73, Facility Carried by Structure: FACTORY WALK
Minimum Vertical Clearance: 6.30m (20.67ft), Kilometerpoint: 2.108, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 25.3m (83.0ft)
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Structure Number: 3299, Location: 150' EAST OF WATERTOWN TL (Lat: 41.586783, Lng: -73.081978), Route carried "under" structure: State highway 73, Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 10,700 (year 2017), Truck Traffic: 9%, Features Intersected: ROUTE 73, Facility Carried by Structure: FACTORY WALK
Minimum Vertical Clearance: 6.86m (22.51ft), Kilometerpoint: 2.173, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 3299, Location: 150' EAST OF WATERTOWN TL (Lat: 41.586783, Lng: -73.081978), Route carried "under" structure: State highway 73, Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 10,700 (year 2017), Truck Traffic: 9%, Features Intersected: ROUTE 73, Facility Carried by Structure: FACTORY WALK
Minimum Vertical Clearance: 6.86m (22.51ft), Kilometerpoint: 2.173, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 23.2m (76.1ft)