Bridge Statistics for Bantam, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 112ft / 34.3mTotal length
- $3,781,000Total costs
- 126,935Total average daily traffic
- 12,955Total average daily truck traffic
- 188,614Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Bantam
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11940-1949
- 31950-1959
- 11960-1969
- 51980-1989
- 11990-1999
- 32000-2009
- 22010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 22000-2009
- Bridge Condition - Deck
- 26.7%Very good
- 46.7%Good
- 20.0%Satisfactory
- 6.7%Fair
- Bridge Condition - Superstructure
- 25.0%Very good
- 37.5%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Substructure
- 25.0%Very good
- 43.8%Good
- 25.0%Satisfactory
- 6.3%Fair
- Bridge Condition - Channel
- 6.3%Very good
- 50.0%Good
- 31.3%Satisfactory
- 12.5%Fair
Find on map >> Show street view
Structure Number: 51, Location: 0.1 MI E OF US ROUTE 1 (Lat: 41.099092, Lng: -73.440000), Route carried "on" structure: City street , Year Built: 1958, Year Reconstructed: 2012, Status: Open, Structure Length: 4.35m (14.27ft), Average Daily Traffic: 3,590 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,334 (year 2040), Design Load: HL 93, Features Intersected: INTERSTATE 95, Facility Carried by Structure: RAMPART ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 20.7 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: 16.2 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 51, Location: 0.1 MI E OF US ROUTE 1 (Lat: 41.099092, Lng: -73.440000), Route carried "on" structure: City street , Year Built: 1958, Year Reconstructed: 2012, Status: Open, Structure Length: 4.35m (14.27ft), Average Daily Traffic: 3,590 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,334 (year 2040), Design Load: HL 93, Features Intersected: INTERSTATE 95, Facility Carried by Structure: RAMPART ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 20.7 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: 16.2 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 504, Location: 1.5 MI W OF RI STATE LINE (Lat: 41.791761, Lng: -71.800208), Route carried "on" structure: US 6, Year Built: 1946, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,400 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 9,510 (year 2037), Design Load: H 20, Features Intersected: QUANDUCK BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 186.426, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.7 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: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 504, Location: 1.5 MI W OF RI STATE LINE (Lat: 41.791761, Lng: -71.800208), Route carried "on" structure: US 6, Year Built: 1946, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,400 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 9,510 (year 2037), Design Load: H 20, Features Intersected: QUANDUCK BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 186.426, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.7 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: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Find on map >> Show street view
Structure Number: 1551, Location: SOUTH OF ROUTE 202 JCT (Lat: 41.722367, Lng: -73.236356), Route carried "on" structure: State highway 209, Year Built: 1935, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,400 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,566 (year 2040), Design Load: HS 20, Features Intersected: BANTAM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.490, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 1.7m (5.6ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 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: 31.1 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: Meets minimum limits, 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: December 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1551, Location: SOUTH OF ROUTE 202 JCT (Lat: 41.722367, Lng: -73.236356), Route carried "on" structure: State highway 209, Year Built: 1935, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,400 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,566 (year 2040), Design Load: HS 20, Features Intersected: BANTAM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.490, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 1.7m (5.6ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 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: 31.1 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: Meets minimum limits, 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: December 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 4343, Location: .5 MILE EAST OF RTE.202 (Lat: 41.716797, Lng: -73.221986), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 419 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 623 (year 2037), Features Intersected: BANTAM RIVER, Facility Carried by Structure: NORTH SHORE ROAD
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: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Total Project Cost: $1,159,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4343, Location: .5 MILE EAST OF RTE.202 (Lat: 41.716797, Lng: -73.221986), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 419 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 623 (year 2037), Features Intersected: BANTAM RIVER, Facility Carried by Structure: NORTH SHORE ROAD
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: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Total Project Cost: $1,159,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 4433, Location: .5 MILE NORTH OF RTE.202 (Lat: 41.719661, Lng: -73.220344), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 1,045 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,553 (year 2037), Design Load: HL 93, Features Intersected: BUTTERNUT BROOK, Facility Carried by Structure: NORTH SHORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 0.0m, Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.6 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4433, Location: .5 MILE NORTH OF RTE.202 (Lat: 41.719661, Lng: -73.220344), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 1,045 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,553 (year 2037), Design Load: HL 93, Features Intersected: BUTTERNUT BROOK, Facility Carried by Structure: NORTH SHORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 0.0m, Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.6 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 5051, Location: 5000 FT EAST OF ROUTE 69 (Lat: 41.725378, Lng: -72.930553), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 324 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 481 (year 2041), Design Load: HS 20, Features Intersected: COPPER MINE BROOK, Facility Carried by Structure: SOUTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 64.5 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: 49.6 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, 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
Structure Number: 5051, Location: 5000 FT EAST OF ROUTE 69 (Lat: 41.725378, Lng: -72.930553), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 324 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 481 (year 2041), Design Load: HS 20, Features Intersected: COPPER MINE BROOK, Facility Carried by Structure: SOUTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 64.5 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: 49.6 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, 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
Find on map >> Show street view
Structure Number: 5071, Location: BTWN HIGH BR RD& SOUTH ST (Lat: 41.528486, Lng: -73.308475), Route carried "on" structure: City street , Year Built: 1934, Year Reconstructed: 2005, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 508 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 755 (year 2041), Features Intersected: LITTLE JACKS BROOK, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, 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: 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: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5071, Location: BTWN HIGH BR RD& SOUTH ST (Lat: 41.528486, Lng: -73.308475), Route carried "on" structure: City street , Year Built: 1934, Year Reconstructed: 2005, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 508 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 755 (year 2041), Features Intersected: LITTLE JACKS BROOK, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, 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: 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: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 5151, Location: 1.6 MILES W OF MILTON RD (Lat: 41.802914, Lng: -73.283911), Route carried "on" structure: City street , Year Built: 1965, Year Reconstructed: 1989, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 67 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 100 (year 2041), Design Load: H 20, Features Intersected: E. BRANCH SHEPAUG RIVER, Facility Carried by Structure: ELI BUNKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 78.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5151, Location: 1.6 MILES W OF MILTON RD (Lat: 41.802914, Lng: -73.283911), Route carried "on" structure: City street , Year Built: 1965, Year Reconstructed: 1989, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 67 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 100 (year 2041), Design Load: H 20, Features Intersected: E. BRANCH SHEPAUG RIVER, Facility Carried by Structure: ELI BUNKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 78.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 5177, Location: OFF WEST MORRIS ROAD (Lat: 41.712008, Lng: -73.245753), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 236 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 351 (year 2037), Design Load: HS 20, Features Intersected: BANTAM RIVER, Facility Carried by Structure: STODDARD ROAD
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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, 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: 5177, Location: OFF WEST MORRIS ROAD (Lat: 41.712008, Lng: -73.245753), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 236 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 351 (year 2037), Design Load: HS 20, Features Intersected: BANTAM RIVER, Facility Carried by Structure: STODDARD ROAD
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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, 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
Find on map >> Show street view
Structure Number: 518, Location: .2 MI S. OF ROUTE 202 (Lat: 41.722886, Lng: -73.227750), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 60 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 89 (year 2037), Design Load: HS 20, Features Intersected: BANTAM RIVER, Facility Carried by Structure: HIGH BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 518, Location: .2 MI S. OF ROUTE 202 (Lat: 41.722886, Lng: -73.227750), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 60 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 89 (year 2037), Design Load: HS 20, Features Intersected: BANTAM RIVER, Facility Carried by Structure: HIGH BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable 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, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 5183, Location: RIGHT ON MINOR RD GO 3 MI (Lat: 41.768528, Lng: -73.272622), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 174 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 259 (year 2037), Features Intersected: MARSHEPAUG RIVER, Facility Carried by Structure: SAW MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to 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: August 2021, Total Project Cost: $338,000 ( Estimate for 2018)
Structure Number: 5183, Location: RIGHT ON MINOR RD GO 3 MI (Lat: 41.768528, Lng: -73.272622), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 174 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 259 (year 2037), Features Intersected: MARSHEPAUG RIVER, Facility Carried by Structure: SAW MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to 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: August 2021, Total Project Cost: $338,000 ( Estimate for 2018)
Find on map >> Show street view
Structure Number: 5184, Location: JCT. SHEAR-SHOP ROAD (Lat: 41.769969, Lng: -73.267739), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 446 (year 2037), Design Load: HL 93, Features Intersected: MARSHEPAUG RIVER, Facility Carried by Structure: MILTON ROAD #2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.5 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: 58.3 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, 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, Total Project Cost: $1,946,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5184, Location: JCT. SHEAR-SHOP ROAD (Lat: 41.769969, Lng: -73.267739), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 446 (year 2037), Design Load: HL 93, Features Intersected: MARSHEPAUG RIVER, Facility Carried by Structure: MILTON ROAD #2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.5 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: 58.3 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, 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, Total Project Cost: $1,946,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 523, Location: 0.4 MI E OF MANCHESTER TL (Lat: 41.823147, Lng: -72.499233), Route carried "on" structure: Interstate 84, Year Built: 1982, Status: Open, Structure Length: 5.44m (17.85ft), Average Daily Traffic: 52,950 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 78,678 (year 2038), Design Load: HS 20, Features Intersected: ROUTE 30 & 83 (OVERLAP)
Minimum Vertical Clearance: 6.27m (20.57ft), Kilometerpoint: 117.450, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 31.0m (101.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 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: 41.1 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 523, Location: 0.4 MI E OF MANCHESTER TL (Lat: 41.823147, Lng: -72.499233), Route carried "on" structure: Interstate 84, Year Built: 1982, Status: Open, Structure Length: 5.44m (17.85ft), Average Daily Traffic: 52,950 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 78,678 (year 2038), Design Load: HS 20, Features Intersected: ROUTE 30 & 83 (OVERLAP)
Minimum Vertical Clearance: 6.27m (20.57ft), Kilometerpoint: 117.450, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 31.0m (101.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 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: 41.1 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 5231, Location: 0.6 MI WEST OF DOBSON RD (Lat: 41.823742, Lng: -72.498817), Route carried "on" structure: Interstate 84, Year Built: 1982, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 47,700 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 70,877 (year 2038), Design Load: HS 20, Features Intersected: ROUTE 30 & 83 (OVERLAP)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.514, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 84.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 5231, Location: 0.6 MI WEST OF DOBSON RD (Lat: 41.823742, Lng: -72.498817), Route carried "on" structure: Interstate 84, Year Built: 1982, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 47,700 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 70,877 (year 2038), Design Load: HS 20, Features Intersected: ROUTE 30 & 83 (OVERLAP)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.514, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 84.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 5373, Location: 1 MILE EAST OF WARREN TL (Lat: 41.767767, Lng: -73.278731), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 175 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 260 (year 2037), Design Load: HL 93, Features Intersected: W BRANCH SHEPAUG RIVER, Facility Carried by Structure: BLUE SWAMP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 65.4 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: 50.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, 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: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 5373, Location: 1 MILE EAST OF WARREN TL (Lat: 41.767767, Lng: -73.278731), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 175 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 260 (year 2037), Design Load: HL 93, Features Intersected: W BRANCH SHEPAUG RIVER, Facility Carried by Structure: BLUE SWAMP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 65.4 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: 50.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, 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: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 5387, Location: 50 FT S. OF ROUTE 202 (Lat: 41.723472, Lng: -73.244189), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 186 (year 2041), Features Intersected: BANTAM RIVER, Facility Carried by Structure: TRUMBULL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021
Structure Number: 5387, Location: 50 FT S. OF ROUTE 202 (Lat: 41.723472, Lng: -73.244189), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 186 (year 2041), Features Intersected: BANTAM RIVER, Facility Carried by Structure: TRUMBULL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021
Find on map >> Show street view
Structure Number: 5652, Location: 1 MILE NORTH OF ROUTE 209 (Lat: 41.728744, Lng: -73.219592), Route carried "on" structure: US 202, Year Built: 1988, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 10,300 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 15,305 (year 2037), Design Load: HS 20, Features Intersected: BUTTERNUT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.226, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5652, Location: 1 MILE NORTH OF ROUTE 209 (Lat: 41.728744, Lng: -73.219592), Route carried "on" structure: US 202, Year Built: 1988, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 10,300 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 15,305 (year 2037), Design Load: HS 20, Features Intersected: BUTTERNUT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.226, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 6167, Location: NORTH OF BRUSH HILL ROAD (Lat: 41.751339, Lng: -73.222925), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 62 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 92 (year 2037), Design Load: HL 93, Features Intersected: BUTTERNUT BROOK, Facility Carried by Structure: DUCK POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.8 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: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Total Project Cost: $338,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel, Deck Protection: Other
Structure Number: 6167, Location: NORTH OF BRUSH HILL ROAD (Lat: 41.751339, Lng: -73.222925), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 62 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 92 (year 2037), Design Load: HL 93, Features Intersected: BUTTERNUT BROOK, Facility Carried by Structure: DUCK POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.8 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: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Total Project Cost: $338,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel, Deck Protection: Other
Find on map >> Show street view
Structure Number: 691, Location: 0.2 mi North of Milton Rd (Lat: 41.772936, Lng: -73.267572), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 149 (year 2039), Features Intersected: MASHEPAUG RIVER, Facility Carried by Structure: SHEAR SHOP ROAD
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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 691, Location: 0.2 mi North of Milton Rd (Lat: 41.772936, Lng: -73.267572), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 149 (year 2039), Features Intersected: MASHEPAUG RIVER, Facility Carried by Structure: SHEAR SHOP ROAD
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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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, Deck Protection: Epoxy Coated Reinforcing