Bridge Statistics for Mansfield, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 34Number of bridges
- 256ft / 78.3mTotal length
- 200,908Total average daily traffic
- 10,630Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Mansfield
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 21920-1929
- 21940-1949
- 61950-1959
- 11960-1969
- 141970-1979
- 11980-1989
- 21990-1999
- 12000-2009
- 42010-2019
- Bridge Condition - Deck
- 10.0%Very good
- 30.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 13.6%Very good
- 27.3%Good
- 18.2%Satisfactory
- 40.9%Fair
- Bridge Condition - Substructure
- 18.2%Very good
- 54.5%Good
- 27.3%Satisfactory
- Bridge Condition - Channel
- 9.1%Very good
- 27.3%Good
- 63.6%Satisfactory
- Bridge Condition - Culverts
- 62.5%Good
- 37.5%Satisfactory
Find on map >> Show street view
Structure Number: 258, Location: 1.8 MI N OF ROUTE 85 (Lat: 41.412478, Lng: -72.140467), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 138 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 205 (year 2041), Design Load: HS 20, Features Intersected: INTERSTATE-395, Facility Carried by Structure: MILLER POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.9 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 258, Location: 1.8 MI N OF ROUTE 85 (Lat: 41.412478, Lng: -72.140467), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 138 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 205 (year 2041), Design Load: HS 20, Features Intersected: INTERSTATE-395, Facility Carried by Structure: MILLER POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.9 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 473, Location: 0.6 MI EAST OF ROUTE 229 (Lat: 41.693406, Lng: -72.914542), Route carried "on" structure: US 6, Year Built: 2002, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 21,100 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 31,352 (year 2035), Design Load: HS 20, Features Intersected: COPPER MINE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.713, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, 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: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 49.4m (162.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.5 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 473, Location: 0.6 MI EAST OF ROUTE 229 (Lat: 41.693406, Lng: -72.914542), Route carried "on" structure: US 6, Year Built: 2002, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 21,100 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 31,352 (year 2035), Design Load: HS 20, Features Intersected: COPPER MINE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.713, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, 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: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 49.4m (162.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.5 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 922, Location: AT THE COVENTRY TOWN LINE (Lat: 41.749108, Lng: -72.266503), Route carried "on" structure: State highway 31, Year Built: 1947, Status: Open, Structure Length: 3.98m (13.06ft), Average Daily Traffic: 4,600 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 6,835 (year 2037), Design Load: H 20, Features Intersected: WILLIMANTIC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.984, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.5m (126.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 922, Location: AT THE COVENTRY TOWN LINE (Lat: 41.749108, Lng: -72.266503), Route carried "on" structure: State highway 31, Year Built: 1947, Status: Open, Structure Length: 3.98m (13.06ft), Average Daily Traffic: 4,600 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 6,835 (year 2037), Design Load: H 20, Features Intersected: WILLIMANTIC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.984, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.5m (126.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 923, Location: 0.1 MI S OF COVENTRY T.L. (Lat: 41.747617, Lng: -72.264992), Route carried "on" structure: State highway 31, Year Built: 1947, Year Reconstructed: 1987, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 4,600 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 6,835 (year 2037), Design Load: H 20, Features Intersected: NEW ENGLAND CENTRAL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.193, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 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: 923, Location: 0.1 MI S OF COVENTRY T.L. (Lat: 41.747617, Lng: -72.264992), Route carried "on" structure: State highway 31, Year Built: 1947, Year Reconstructed: 1987, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 4,600 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 6,835 (year 2037), Design Load: H 20, Features Intersected: NEW ENGLAND CENTRAL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.193, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 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: 996, Location: .4 MI WEST WILLINGTON TL (Lat: 41.834642, Lng: -72.243053), Route carried "on" structure: US 44, Year Built: 1929, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5,200 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 7,727 (year 2037), Design Load: H 15, Features Intersected: FENTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 125.497, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 996, Location: .4 MI WEST WILLINGTON TL (Lat: 41.834642, Lng: -72.243053), Route carried "on" structure: US 44, Year Built: 1929, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5,200 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 7,727 (year 2037), Design Load: H 15, Features Intersected: FENTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 125.497, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1253, Location: .97 MI NORTH OF RTE 195 (Lat: 41.776633, Lng: -72.189442), Route carried "on" structure: State highway 89, Year Built: 1953, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,500 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 5,201 (year 2037), Features Intersected: FENTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2020, Underwater Inspection Date: March 2020
Structure Number: 1253, Location: .97 MI NORTH OF RTE 195 (Lat: 41.776633, Lng: -72.189442), Route carried "on" structure: State highway 89, Year Built: 1953, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,500 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 5,201 (year 2037), Features Intersected: FENTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2020, Underwater Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 1532, Location: 0.1 MILE NORTH OF RTE. 32 (Lat: 41.835319, Lng: -72.308142), Route carried "on" structure: State highway 195, Year Built: 1959, Year Reconstructed: 1993, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 11,600 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 17,236 (year 2037), Design Load: HS 20, Features Intersected: NEW ENGLAND CENTRAL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.878, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 1532, Location: 0.1 MILE NORTH OF RTE. 32 (Lat: 41.835319, Lng: -72.308142), Route carried "on" structure: State highway 195, Year Built: 1959, Year Reconstructed: 1993, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 11,600 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 17,236 (year 2037), Design Load: HS 20, Features Intersected: NEW ENGLAND CENTRAL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.878, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1836, Location: 66 EASTBOUND OVER 91813 (Lat: 41.537386, Lng: -72.764128), Route carried "on" structure: Interstate 691, Year Built: 1965, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 17,777 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 26,415 (year 2040), Design Load: HS 20, Features Intersected: I-91 TR 813
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 69.3 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: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1836, Location: 66 EASTBOUND OVER 91813 (Lat: 41.537386, Lng: -72.764128), Route carried "on" structure: Interstate 691, Year Built: 1965, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 17,777 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 26,415 (year 2040), Design Load: HS 20, Features Intersected: I-91 TR 813
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 69.3 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: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: August 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: 2522, Location: 1.29 MI E OF WINDHAM T L (Lat: 41.729894, Lng: -72.216003), Route carried "on" structure: US 6, Year Built: 1972, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 6,900 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 10,253 (year 2035), Design Load: HS 20, Features Intersected: MANSFIELD CITY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 146.660, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 2522, Location: 1.29 MI E OF WINDHAM T L (Lat: 41.729894, Lng: -72.216003), Route carried "on" structure: US 6, Year Built: 1972, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 6,900 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 10,253 (year 2035), Design Load: HS 20, Features Intersected: MANSFIELD CITY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 146.660, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 2526, Location: 1.28 MI E OF WINDHAM T L (Lat: 41.730714, Lng: -72.215747), Route carried "on" structure: US 6, Year Built: 1972, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 6,900 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 10,253 (year 2035), Design Load: HS 20, Features Intersected: MANSFIELD CITY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 146.676, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 2526, Location: 1.28 MI E OF WINDHAM T L (Lat: 41.730714, Lng: -72.215747), Route carried "on" structure: US 6, Year Built: 1972, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 6,900 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 10,253 (year 2035), Design Load: HS 20, Features Intersected: MANSFIELD CITY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 146.676, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 2528, Location: 0.1 MILE WEST OF RTE. 195 (Lat: 41.732736, Lng: -72.202364), Route carried "on" structure: State highway 632, Year Built: 1973, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,700 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 9,956 (year 2037), Features Intersected: SAWMILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than 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
Structure Number: 2528, Location: 0.1 MILE WEST OF RTE. 195 (Lat: 41.732736, Lng: -72.202364), Route carried "on" structure: State highway 632, Year Built: 1973, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,700 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 9,956 (year 2037), Features Intersected: SAWMILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than 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
Find on map >> Show street view
Structure Number: 2532, Location: 0.1 MI WEST OF ROUTE 195 (Lat: 41.730892, Lng: -72.202011), Route carried "on" structure: US 6, Year Built: 1973, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 17,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 25,260 (year 2037), Features Intersected: SAWMILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 147.850, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 52.4m (171.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
Structure Number: 2532, Location: 0.1 MI WEST OF ROUTE 195 (Lat: 41.730892, Lng: -72.202011), Route carried "on" structure: US 6, Year Built: 1973, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 17,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 25,260 (year 2037), Features Intersected: SAWMILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 147.850, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 52.4m (171.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
Find on map >> Show street view
Structure Number: 2551, Location: 400' NORTH OF WINDHAM TL (Lat: 41.729278, Lng: -72.201117), Route carried "on" structure: State highway 195, Year Built: 1973, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 10,600 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 15,751 (year 2037), Features Intersected: SAW MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than 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: Febuary 2021
Structure Number: 2551, Location: 400' NORTH OF WINDHAM TL (Lat: 41.729278, Lng: -72.201117), Route carried "on" structure: State highway 195, Year Built: 1973, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 10,600 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 15,751 (year 2037), Features Intersected: SAW MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than 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: Febuary 2021
Find on map >> Show street view
Structure Number: 2563, Location: 0.1 MI EAST OF WINDHAM TL (Lat: 41.732942, Lng: -72.193250), Route carried "on" structure: US 6, Year Built: 1972, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 10,450 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 15,528 (year 2037), Design Load: HS 20, Features Intersected: NATCHAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 148.559, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.4 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 2563, Location: 0.1 MI EAST OF WINDHAM TL (Lat: 41.732942, Lng: -72.193250), Route carried "on" structure: US 6, Year Built: 1972, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 10,450 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 15,528 (year 2037), Design Load: HS 20, Features Intersected: NATCHAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 148.559, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.4 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 2568, Location: 0.2 MI WEST OF WINDHAM TL (Lat: 41.732600, Lng: -72.193103), Route carried "on" structure: US 6, Year Built: 1973, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 10,550 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 15,676 (year 2035), Design Load: HS 20, Features Intersected: NATCHAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 148.559, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 2568, Location: 0.2 MI WEST OF WINDHAM TL (Lat: 41.732600, Lng: -72.193103), Route carried "on" structure: US 6, Year Built: 1973, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 10,550 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 15,676 (year 2035), Design Load: HS 20, Features Intersected: NATCHAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 148.559, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 258, Location: .4 E MANSFIELD WINDHAM TL (Lat: 41.730272, Lng: -72.228375), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,189 (year 2040), Design Load: HS 20, Features Intersected: US ROUTE 6 WESTBOUND, Facility Carried by Structure: MANSFIELD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 258, Location: .4 E MANSFIELD WINDHAM TL (Lat: 41.730272, Lng: -72.228375), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,189 (year 2040), Design Load: HS 20, Features Intersected: US ROUTE 6 WESTBOUND, Facility Carried by Structure: MANSFIELD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 2581, Location: .4 E MANSFIELD WINDHAM TL (Lat: 41.729047, Lng: -72.227758), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,189 (year 2040), Design Load: HS 20, Features Intersected: U.S. ROUTE 6 EASTBOUND, Facility Carried by Structure: MANSFIELD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 2581, Location: .4 E MANSFIELD WINDHAM TL (Lat: 41.729047, Lng: -72.227758), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,189 (year 2040), Design Load: HS 20, Features Intersected: U.S. ROUTE 6 EASTBOUND, Facility Carried by Structure: MANSFIELD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 4727, Location: 50 FT FROM JCT ROUTE 89 (Lat: 41.824042, Lng: -72.171433), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 742 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,103 (year 2040), Design Load: HS 20, Features Intersected: MOUNT HOPE RIVER, Facility Carried by Structure: MOUNT HOPE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.913, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 25.3 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: 19.4 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 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: 4727, Location: 50 FT FROM JCT ROUTE 89 (Lat: 41.824042, Lng: -72.171433), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 742 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,103 (year 2040), Design Load: HS 20, Features Intersected: MOUNT HOPE RIVER, Facility Carried by Structure: MOUNT HOPE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.913, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 25.3 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: 19.4 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 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: 4729, Location: .3 MI EAST OF ROUTE 89 (Lat: 41.784142, Lng: -72.175539), Route carried "on" structure: City street , Year Built: 1950, Status: Posted for load, Structure Length: 4.31m (14.14ft), Average Daily Traffic: 417 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 620 (year 2040), Features Intersected: MOUNT HOPE RIVER, Facility Carried by Structure: ATWOODVILLE ROAD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4729, Location: .3 MI EAST OF ROUTE 89 (Lat: 41.784142, Lng: -72.175539), Route carried "on" structure: City street , Year Built: 1950, Status: Posted for load, Structure Length: 4.31m (14.14ft), Average Daily Traffic: 417 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 620 (year 2040), Features Intersected: MOUNT HOPE RIVER, Facility Carried by Structure: ATWOODVILLE ROAD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 473, Location: 1.3 MI EAST OF ROUTE 195 (Lat: 41.814592, Lng: -72.225308), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,400 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 2,080 (year 2034), Design Load: HS 20, Features Intersected: FENTON RIVER, Facility Carried by Structure: GURLEYVILLE ROAD
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), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 473, Location: 1.3 MI EAST OF ROUTE 195 (Lat: 41.814592, Lng: -72.225308), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,400 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 2,080 (year 2034), Design Load: HS 20, Features Intersected: FENTON RIVER, Facility Carried by Structure: GURLEYVILLE ROAD
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), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, 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: 4731, Location: .1MI SO OF CHAFFEEVLLE RD (Lat: 41.810164, Lng: -72.219989), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 120 (year 2016), Average Future Daily Traffic: 178 (year 2036), Design Load: HS 20, Features Intersected: FENTON RIVER, Facility Carried by Structure: STONEMILL ROAD #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 4731, Location: .1MI SO OF CHAFFEEVLLE RD (Lat: 41.810164, Lng: -72.219989), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 120 (year 2016), Average Future Daily Traffic: 178 (year 2036), Design Load: HS 20, Features Intersected: FENTON RIVER, Facility Carried by Structure: STONEMILL ROAD #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 4732, Location: 0.2 MILE WEST OF U.S. 44 (Lat: 41.833233, Lng: -72.242825), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 63 (year 2020), Average Future Daily Traffic: 94 (year 2040), Design Load: HS 20, Features Intersected: FENTON BROOK, Facility Carried by Structure: OLD TURNPIKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.5 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: 22.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4732, Location: 0.2 MILE WEST OF U.S. 44 (Lat: 41.833233, Lng: -72.242825), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 63 (year 2020), Average Future Daily Traffic: 94 (year 2040), Design Load: HS 20, Features Intersected: FENTON BROOK, Facility Carried by Structure: OLD TURNPIKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.5 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: 22.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 4733, Location: 440' SOUTH OF MULBERRY ST (Lat: 41.794158, Lng: -72.209647), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 656 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 975 (year 2040), Features Intersected: FENTON RIVER, Facility Carried by Structure: CHAFFEEVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 4733, Location: 440' SOUTH OF MULBERRY ST (Lat: 41.794158, Lng: -72.209647), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 656 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 975 (year 2040), Features Intersected: FENTON RIVER, Facility Carried by Structure: CHAFFEEVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 5353, Location: 150' EAST OF ROUTE 89 (Lat: 41.796339, Lng: -72.171478), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1986, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 124 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 184 (year 2040), Design Load: H 20, Features Intersected: MOUNT HOPE RIVER, Facility Carried by Structure: JUNIPER LANE
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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 22.4 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: 17.2 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 5353, Location: 150' EAST OF ROUTE 89 (Lat: 41.796339, Lng: -72.171478), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1986, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 124 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 184 (year 2040), Design Load: H 20, Features Intersected: MOUNT HOPE RIVER, Facility Carried by Structure: JUNIPER LANE
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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 22.4 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: 17.2 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 5366, Location: .1 MI EAST OF ROUTE 89 (Lat: 41.812086, Lng: -72.166131), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 6 (year 2020), Average Future Daily Traffic: 9 (year 2040), Design Load: HS 20, Features Intersected: MOUNT HOPE RIVER, Facility Carried by Structure: LAUREL LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: March 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: 5366, Location: .1 MI EAST OF ROUTE 89 (Lat: 41.812086, Lng: -72.166131), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 6 (year 2020), Average Future Daily Traffic: 9 (year 2040), Design Load: HS 20, Features Intersected: MOUNT HOPE RIVER, Facility Carried by Structure: LAUREL LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: March 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: 5607, Location: 1.5 MI EAST OF RTE 195 (Lat: 41.768753, Lng: -72.174106), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,867 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 4,260 (year 2038), Features Intersected: NAUBESATUCK LAKE, Facility Carried by Structure: BASSETTS BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: April 2020
Structure Number: 5607, Location: 1.5 MI EAST OF RTE 195 (Lat: 41.768753, Lng: -72.174106), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,867 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 4,260 (year 2038), Features Intersected: NAUBESATUCK LAKE, Facility Carried by Structure: BASSETTS BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: April 2020
Find on map >> Show street view
Structure Number: 6202, Location: .7 MILE EAST OF ROUTE 195 (Lat: 41.812894, Lng: -72.234728), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,664 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,473 (year 2040), Features Intersected: STREAM, Facility Carried by Structure: GURLEYVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 6202, Location: .7 MILE EAST OF ROUTE 195 (Lat: 41.812894, Lng: -72.234728), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,664 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,473 (year 2040), Features Intersected: STREAM, Facility Carried by Structure: GURLEYVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 6819, Location: .1 MI E OF HUNTING HT DR (Lat: 41.816067, Lng: -72.279011), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 8,634 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 12,829 (year 2040), Features Intersected: CEDAR SWAMP BROOK, Facility Carried by Structure: HUNTING LODGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6819, Location: .1 MI E OF HUNTING HT DR (Lat: 41.816067, Lng: -72.279011), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 8,634 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 12,829 (year 2040), Features Intersected: CEDAR SWAMP BROOK, Facility Carried by Structure: HUNTING LODGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 6878, Location: SOUTH OF ROUTE 44 INTER. (Lat: 41.820450, Lng: -72.265347), Route carried "on" structure: Other road , Year Built: 2015, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,800 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,646 (year 2040), Design Load: HL 93, Features Intersected: SALAMANDER BROOK, Facility Carried by Structure: DISCOVERY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 4.0m (13.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable 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: December 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6878, Location: SOUTH OF ROUTE 44 INTER. (Lat: 41.820450, Lng: -72.265347), Route carried "on" structure: Other road , Year Built: 2015, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,800 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,646 (year 2040), Design Load: HL 93, Features Intersected: SALAMANDER BROOK, Facility Carried by Structure: DISCOVERY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 4.0m (13.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable 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: December 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 6879, Location: SOUTH OF ROUTE 44 (Lat: 41.825667, Lng: -72.264333), Route carried "on" structure: Other road , Year Built: 2015, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 3,800 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,646 (year 2040), Design Load: HL 93, Features Intersected: WETLANDS, Facility Carried by Structure: DISCOVERY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 4.5m (14.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.0 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: 43.4 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 desirable 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6879, Location: SOUTH OF ROUTE 44 (Lat: 41.825667, Lng: -72.264333), Route carried "on" structure: Other road , Year Built: 2015, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 3,800 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,646 (year 2040), Design Load: HL 93, Features Intersected: WETLANDS, Facility Carried by Structure: DISCOVERY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 4.5m (14.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.0 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: 43.4 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 desirable 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: December 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: 1584, Location: 1200 FT W JCT ROUTE 32 (Lat: 41.784514, Lng: -72.279636), Route carried "under" structure: State highway 275, Year Built: 1915, Structure Length: 0. m, Average Daily Traffic: 2,600 (year 2015), Truck Traffic: 1%, Features Intersected: ROUTE 275, Facility Carried by Structure: N.E. CENTRAL RR
Minimum Vertical Clearance: 3.73m (12.24ft), Kilometerpoint: 2.865, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 5.5m (18.0ft)
Structure Number: 1584, Location: 1200 FT W JCT ROUTE 32 (Lat: 41.784514, Lng: -72.279636), Route carried "under" structure: State highway 275, Year Built: 1915, Structure Length: 0. m, Average Daily Traffic: 2,600 (year 2015), Truck Traffic: 1%, Features Intersected: ROUTE 275, Facility Carried by Structure: N.E. CENTRAL RR
Minimum Vertical Clearance: 3.73m (12.24ft), Kilometerpoint: 2.865, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 5.5m (18.0ft)
Find on map >> Show street view
Structure Number: 2559, Location: 0.2 MI NO. OF WINDHAM TL (Lat: 41.731428, Lng: -72.200453), Route carried "under" structure: US 6, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 16,900 (year 2017), Truck Traffic: 8%, Features Intersected: US ROUTE 6, Facility Carried by Structure: ROUTE 195
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 147.963, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
Structure Number: 2559, Location: 0.2 MI NO. OF WINDHAM TL (Lat: 41.731428, Lng: -72.200453), Route carried "under" structure: US 6, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 16,900 (year 2017), Truck Traffic: 8%, Features Intersected: US ROUTE 6, Facility Carried by Structure: ROUTE 195
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 147.963, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
Find on map >> Show street view
Structure Number: 258, Location: .4 E MANSFIELD WINDHAM TL (Lat: 41.730272, Lng: -72.228375), Route carried "under" structure: US 6, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 7%, Features Intersected: US ROUTE 6 WESTBOUND, Facility Carried by Structure: MANSFIELD AVENUE
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 145.646, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 41.1m (134.8ft)
Structure Number: 258, Location: .4 E MANSFIELD WINDHAM TL (Lat: 41.730272, Lng: -72.228375), Route carried "under" structure: US 6, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 7%, Features Intersected: US ROUTE 6 WESTBOUND, Facility Carried by Structure: MANSFIELD AVENUE
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 145.646, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 41.1m (134.8ft)
Find on map >> Show street view
Structure Number: 2581, Location: .4 E MANSFIELD WINDHAM TL (Lat: 41.729047, Lng: -72.227758), Route carried "under" structure: US 6, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 7%, Features Intersected: U.S. ROUTE 6 EASTBOUND, Facility Carried by Structure: MANSFIELD AVENUE
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 145.694, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 41.1m (134.8ft)
Structure Number: 2581, Location: .4 E MANSFIELD WINDHAM TL (Lat: 41.729047, Lng: -72.227758), Route carried "under" structure: US 6, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 7%, Features Intersected: U.S. ROUTE 6 EASTBOUND, Facility Carried by Structure: MANSFIELD AVENUE
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 145.694, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 41.1m (134.8ft)