Bridge Statistics for Willington, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 148ft / 45.0mTotal length
- 376,460Total average daily traffic
- 46,360Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Willington
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 41940-1949
- 41950-1959
- 31960-1969
- 21970-1979
- 11990-1999
- 12000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 41970-1979
- 21980-1989
- 01990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 23.1%Very good
- 46.2%Good
- 30.8%Satisfactory
- Bridge Condition - Superstructure
- 38.5%Very good
- 15.4%Good
- 38.5%Satisfactory
- 7.7%Fair
- Bridge Condition - Substructure
- 23.1%Very good
- 23.1%Good
- 53.8%Satisfactory
- Bridge Condition - Channel
- 9.1%Very good
- 27.3%Good
- 54.5%Satisfactory
- 9.1%Fair
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Structure Number: 481, Location: 422 FT E OF I-91 (Lat: 41.738833, Lng: -72.662461), Route carried "on" structure: State highway 530, Year Built: 1964, Year Reconstructed: 2018, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 24,900 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 36,999 (year 2038), Design Load: HS 20, Features Intersected: ROUTE 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 481, Location: 422 FT E OF I-91 (Lat: 41.738833, Lng: -72.662461), Route carried "on" structure: State highway 530, Year Built: 1964, Year Reconstructed: 2018, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 24,900 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 36,999 (year 2038), Design Load: HS 20, Features Intersected: ROUTE 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 847, Location: .76 MI W OF ASHFORD TL. (Lat: 41.938511, Lng: -72.229283), Route carried "on" structure: City street , Year Built: 1960, Year Reconstructed: 2018, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 1,150 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,709 (year 2040), Design Load: HL 93, Features Intersected: INTERSTATE 84, Facility Carried by Structure: POTTER SCHOOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.294, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.6m (87.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 44.4 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: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to 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: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 847, Location: .76 MI W OF ASHFORD TL. (Lat: 41.938511, Lng: -72.229283), Route carried "on" structure: City street , Year Built: 1960, Year Reconstructed: 2018, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 1,150 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,709 (year 2040), Design Load: HL 93, Features Intersected: INTERSTATE 84, Facility Carried by Structure: POTTER SCHOOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.294, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.6m (87.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 44.4 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: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to 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: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 937, Location: 0.3 MILES NORTH OF I-84 (Lat: 41.903525, Lng: -72.287531), Route carried "on" structure: State highway 32, Year Built: 1939, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 5,400 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 8,024 (year 2040), Design Load: H 20, Features Intersected: ROARING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.308, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.2 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: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 937, Location: 0.3 MILES NORTH OF I-84 (Lat: 41.903525, Lng: -72.287531), Route carried "on" structure: State highway 32, Year Built: 1939, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 5,400 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 8,024 (year 2040), Design Load: H 20, Features Intersected: ROARING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.308, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.2 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: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 982, Location: AT TOLLAND TOWN LINE (Lat: 41.881358, Lng: -72.306561), Route carried "on" structure: State highway 74, Year Built: 2017, Status: Open, Structure Length: 4.22m (13.85ft), Average Daily Traffic: 7,900 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 11,739 (year 2037), Design Load: HL 93, Features Intersected: WILLIMANTIC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.253, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.2m (131.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.2 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 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 982, Location: AT TOLLAND TOWN LINE (Lat: 41.881358, Lng: -72.306561), Route carried "on" structure: State highway 74, Year Built: 2017, Status: Open, Structure Length: 4.22m (13.85ft), Average Daily Traffic: 7,900 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 11,739 (year 2037), Design Load: HL 93, Features Intersected: WILLIMANTIC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.253, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.2m (131.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.2 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 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 983, Location: 1.3 MILE EAST OF RTE 320 (Lat: 41.873108, Lng: -72.241542), Route carried "on" structure: State highway 74, Year Built: 1933, Year Reconstructed: 1993, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 4,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,944 (year 2040), Design Load: HS 20, Features Intersected: FENTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.966, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, 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: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: 44.7 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 983, Location: 1.3 MILE EAST OF RTE 320 (Lat: 41.873108, Lng: -72.241542), Route carried "on" structure: State highway 74, Year Built: 1933, Year Reconstructed: 1993, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 4,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,944 (year 2040), Design Load: HS 20, Features Intersected: FENTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.966, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, 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: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: 44.7 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 4284, Location: 0.74 MI FROM TOLLAND TL (Lat: 41.895000, Lng: -72.291667), Route carried "on" structure: Interstate 84, Year Built: 1953, Year Reconstructed: 1979, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 58,100 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 86,331 (year 2038), Design Load: HS 20, Features Intersected: NEW ENGLAND CENTRAL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 137.245, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 37 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 39.0m (128.0ft), Out-to-Out Width: 53.1m (174.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 94.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 4284, Location: 0.74 MI FROM TOLLAND TL (Lat: 41.895000, Lng: -72.291667), Route carried "on" structure: Interstate 84, Year Built: 1953, Year Reconstructed: 1979, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 58,100 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 86,331 (year 2038), Design Load: HS 20, Features Intersected: NEW ENGLAND CENTRAL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 137.245, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 37 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 39.0m (128.0ft), Out-to-Out Width: 53.1m (174.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 94.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 4285, Location: 1.8 MILE EAST OF ROUTE 32 (Lat: 41.916478, Lng: -72.265558), Route carried "on" structure: Interstate 84, Year Built: 1955, Year Reconstructed: 1978, Status: Open, Structure Length: 1.99m (6.53ft), Average Daily Traffic: 54,200 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 80,536 (year 2038), Design Load: HL 93, Features Intersected: ROARING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.447, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 45.7m (149.9ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 45.7m (149.9ft), Out-to-Out Width: 47.5m (155.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4285, Location: 1.8 MILE EAST OF ROUTE 32 (Lat: 41.916478, Lng: -72.265558), Route carried "on" structure: Interstate 84, Year Built: 1955, Year Reconstructed: 1978, Status: Open, Structure Length: 1.99m (6.53ft), Average Daily Traffic: 54,200 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 80,536 (year 2038), Design Load: HL 93, Features Intersected: ROARING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.447, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 45.7m (149.9ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 45.7m (149.9ft), Out-to-Out Width: 47.5m (155.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 4286, Location: INTERSTATE-84 EXIT NO. 71 (Lat: 41.922803, Lng: -72.260236), Route carried "on" structure: State highway 320, Year Built: 1978, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 4,700 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 6,984 (year 2037), Design Load: HS 20, Features Intersected: INTERSTATE-84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.056, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4286, Location: INTERSTATE-84 EXIT NO. 71 (Lat: 41.922803, Lng: -72.260236), Route carried "on" structure: State highway 320, Year Built: 1978, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 4,700 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 6,984 (year 2037), Design Load: HS 20, Features Intersected: INTERSTATE-84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.056, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 4296, Location: INTERSTATE 84 EXIT 70 (Lat: 41.899397, Lng: -72.287692), Route carried "on" structure: Interstate 84, Year Built: 1940, Year Reconstructed: 1978, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 52,100 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 77,415 (year 2038), Design Load: HL 93, Features Intersected: ROUTE 32 RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 137.712, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.1m (125.0ft), Skew: 36 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 46.0m (150.9ft), Out-to-Out Width: 48.1m (157.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4296, Location: INTERSTATE 84 EXIT 70 (Lat: 41.899397, Lng: -72.287692), Route carried "on" structure: Interstate 84, Year Built: 1940, Year Reconstructed: 1978, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 52,100 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 77,415 (year 2038), Design Load: HL 93, Features Intersected: ROUTE 32 RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 137.712, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.1m (125.0ft), Skew: 36 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 46.0m (150.9ft), Out-to-Out Width: 48.1m (157.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 4308, Location: 1.3 MILE EAST OF ROUTE 32 (Lat: 41.910558, Lng: -72.270586), Route carried "on" structure: Interstate 84, Year Built: 1940, Year Reconstructed: 1979, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 54,200 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 80,536 (year 2038), Features Intersected: ROARING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 139.723, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 51.8m (169.9ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4308, Location: 1.3 MILE EAST OF ROUTE 32 (Lat: 41.910558, Lng: -72.270586), Route carried "on" structure: Interstate 84, Year Built: 1940, Year Reconstructed: 1979, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 54,200 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 80,536 (year 2038), Features Intersected: ROARING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 139.723, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 51.8m (169.9ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4808, Location: 3/4 MI NO OF MIHALIAK RD (Lat: 41.934311, Lng: -72.260872), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 2014, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 247 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 367 (year 2041), Design Load: HS 20, Features Intersected: ROARING BROOK, Facility Carried by Structure: POLSTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, 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: 1, Length of Maximum Span: 8.1m (26.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4808, Location: 3/4 MI NO OF MIHALIAK RD (Lat: 41.934311, Lng: -72.260872), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 2014, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 247 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 367 (year 2041), Design Load: HS 20, Features Intersected: ROARING BROOK, Facility Carried by Structure: POLSTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, 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: 1, Length of Maximum Span: 8.1m (26.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 481, Location: 0.4 MI EAST OF ROUTE 32 (Lat: 41.904042, Lng: -72.280825), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 790 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,174 (year 2041), Design Load: HS 20, Features Intersected: ROARING BROOK, Facility Carried by Structure: VILLAGE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 94.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 72.9 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: Better than present minimum criteria, 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, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 481, Location: 0.4 MI EAST OF ROUTE 32 (Lat: 41.904042, Lng: -72.280825), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 790 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,174 (year 2041), Design Load: HS 20, Features Intersected: ROARING BROOK, Facility Carried by Structure: VILLAGE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 94.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 72.9 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: Better than present minimum criteria, 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, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5345, Location: AT JCT OF DALEVILLE ROAD (Lat: 41.853008, Lng: -72.240681), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 1985, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 149 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 221 (year 2041), Features Intersected: FENTON RIVER, Facility Carried by Structure: DALEVILLE SCHL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.819, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5345, Location: AT JCT OF DALEVILLE ROAD (Lat: 41.853008, Lng: -72.240681), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 1985, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 149 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 221 (year 2041), Features Intersected: FENTON RIVER, Facility Carried by Structure: DALEVILLE SCHL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.819, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5531, Location: .1 MI W OF MOOSEMEADOW RD (Lat: 41.888728, Lng: -72.232253), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 68 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 101 (year 2041), Design Load: HL 93, Features Intersected: FENTON RIVER, Facility Carried by Structure: KECHKES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 45.0 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: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5531, Location: .1 MI W OF MOOSEMEADOW RD (Lat: 41.888728, Lng: -72.232253), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 68 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 101 (year 2041), Design Load: HL 93, Features Intersected: FENTON RIVER, Facility Carried by Structure: KECHKES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 45.0 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: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6243, Location: 1.6 MILES NORTH OF RTE 74 (Lat: 41.896333, Lng: -72.230064), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 60 (year 2021), Average Future Daily Traffic: 89 (year 2041), Features Intersected: FENTON RIVER, Facility Carried by Structure: MOOSE MEADOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.929, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: August 2021, Wearing Surface/Protective System: Wearing Surface: Other, Membrane: Built-up
Structure Number: 6243, Location: 1.6 MILES NORTH OF RTE 74 (Lat: 41.896333, Lng: -72.230064), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 60 (year 2021), Average Future Daily Traffic: 89 (year 2041), Features Intersected: FENTON RIVER, Facility Carried by Structure: MOOSE MEADOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.929, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: August 2021, Wearing Surface/Protective System: Wearing Surface: Other, Membrane: Built-up
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Structure Number: 6578, Location: 0.1 MILE SOUTH OF RTE 320 (Lat: 41.922244, Lng: -72.261839), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 596 (year 2021), Average Future Daily Traffic: 886 (year 2041), Features Intersected: ROARING BROOK, Facility Carried by Structure: LOHSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 6578, Location: 0.1 MILE SOUTH OF RTE 320 (Lat: 41.922244, Lng: -72.261839), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 596 (year 2021), Average Future Daily Traffic: 886 (year 2041), Features Intersected: ROARING BROOK, Facility Carried by Structure: LOHSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 847, Location: .76 MI W OF ASHFORD TL. (Lat: 41.938511, Lng: -72.229283), Route carried "under" structure: Interstate 84, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 52,300 (year 2018), Truck Traffic: 15%, Features Intersected: INTERSTATE 84, Facility Carried by Structure: POTTER SCHOOL ROAD
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 144.390, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.6m (87.3ft)
Structure Number: 847, Location: .76 MI W OF ASHFORD TL. (Lat: 41.938511, Lng: -72.229283), Route carried "under" structure: Interstate 84, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 52,300 (year 2018), Truck Traffic: 15%, Features Intersected: INTERSTATE 84, Facility Carried by Structure: POTTER SCHOOL ROAD
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 144.390, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.6m (87.3ft)
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Structure Number: 4286, Location: INTERSTATE-84 EXIT NO. 71 (Lat: 41.922803, Lng: -72.260236), Route carried "under" structure: Interstate 84, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 48,300 (year 2018), Truck Traffic: 10%, Features Intersected: INTERSTATE-84, Facility Carried by Structure: ROUTE 320(RUBY RD)
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 141.284, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft)
Structure Number: 4286, Location: INTERSTATE-84 EXIT NO. 71 (Lat: 41.922803, Lng: -72.260236), Route carried "under" structure: Interstate 84, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 48,300 (year 2018), Truck Traffic: 10%, Features Intersected: INTERSTATE-84, Facility Carried by Structure: ROUTE 320(RUBY RD)
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 141.284, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft)
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Structure Number: 4296, Location: INTERSTATE 84 EXIT 70 (Lat: 41.899397, Lng: -72.287692), Route carried "under" structure: State highway 32, Year Built: 1940, Structure Length: 0. m, Average Daily Traffic: 7,300 (year 2017), Truck Traffic: 5%, Features Intersected: ROUTE 32 RIVER ROAD, Facility Carried by Structure: INTERSTATE-84
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 71.841, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 4296, Location: INTERSTATE 84 EXIT 70 (Lat: 41.899397, Lng: -72.287692), Route carried "under" structure: State highway 32, Year Built: 1940, Structure Length: 0. m, Average Daily Traffic: 7,300 (year 2017), Truck Traffic: 5%, Features Intersected: ROUTE 32 RIVER ROAD, Facility Carried by Structure: INTERSTATE-84
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 71.841, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)