Bridge Statistics for Tolland, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 223ft / 67.6mTotal length
- $2,000,000Total costs
- 490,214Total average daily traffic
- 63,594Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Tolland
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 111950-1959
- 21960-1969
- 51970-1979
- 31980-1989
- 11990-1999
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 31980-1989
- 01990-1999
- 42000-2009
- Bridge Condition - Deck
- 7.7%Very good
- 61.5%Good
- 23.1%Satisfactory
- 7.7%Poor
- Bridge Condition - Superstructure
- 13.3%Very good
- 20.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- 6.7%Poor
- Bridge Condition - Substructure
- 6.7%Very good
- 40.0%Good
- 53.3%Satisfactory
- Bridge Condition - Channel
- 7.7%Very good
- 15.4%Good
- 38.5%Satisfactory
- 38.5%Fair
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 50.0%Poor
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Structure Number: 112, Location: ON RAMP TO I-95 SOUTH (Lat: 41.180272, Lng: -73.182050), Route carried "on" structure: Ramp Interstate 95, Year Built: 1959, Year Reconstructed: 1989, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 5,000 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 7,430 (year 2038), Design Load: H 20, Features Intersected: NICHOLS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 57.7 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: Superior to present desirable criteria, Underclear: Meets minimum limits, 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: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 112, Location: ON RAMP TO I-95 SOUTH (Lat: 41.180272, Lng: -73.182050), Route carried "on" structure: Ramp Interstate 95, Year Built: 1959, Year Reconstructed: 1989, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 5,000 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 7,430 (year 2038), Design Load: H 20, Features Intersected: NICHOLS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 57.7 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: Superior to present desirable criteria, Underclear: Meets minimum limits, 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: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 153, Location: 1.7 MI N OF US ROUTE 1 (Lat: 41.243028, Lng: -73.014569), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 1,164 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,730 (year 2039), Design Load: H 20, Features Intersected: INTERSTATE-95, Facility Carried by Structure: QUARRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.1 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: 33.7 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 153, Location: 1.7 MI N OF US ROUTE 1 (Lat: 41.243028, Lng: -73.014569), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 1,164 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,730 (year 2039), Design Load: H 20, Features Intersected: INTERSTATE-95, Facility Carried by Structure: QUARRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.1 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: 33.7 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 428, Location: 0.5 MILES WEST OF RTE. 69 (Lat: 41.776108, Lng: -72.981789), Route carried "on" structure: State highway 4, Year Built: 1956, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 13,300 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 19,762 (year 2037), Design Load: HS 20, Features Intersected: SO BRANCH BUNNELL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.706, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 34.3 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 428, Location: 0.5 MILES WEST OF RTE. 69 (Lat: 41.776108, Lng: -72.981789), Route carried "on" structure: State highway 4, Year Built: 1956, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 13,300 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 19,762 (year 2037), Design Load: HS 20, Features Intersected: SO BRANCH BUNNELL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.706, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 34.3 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 606, Location: EXIT 41 OFF ROUTE 8 (Lat: 41.726044, Lng: -73.101022), Route carried "on" structure: State highway 8, Year Built: 1960, Year Reconstructed: 2013, Status: Open, Structure Length: 5.48m (17.98ft), Average Daily Traffic: 12,200 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 18,128 (year 2038), Design Load: HS 20, Features Intersected: CAMPVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.956, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 15 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.5m (70.5ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.2 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: 47.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, 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: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 606, Location: EXIT 41 OFF ROUTE 8 (Lat: 41.726044, Lng: -73.101022), Route carried "on" structure: State highway 8, Year Built: 1960, Year Reconstructed: 2013, Status: Open, Structure Length: 5.48m (17.98ft), Average Daily Traffic: 12,200 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 18,128 (year 2038), Design Load: HS 20, Features Intersected: CAMPVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.956, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 15 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.5m (70.5ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.2 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: 47.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, 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: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 837, Location: 0.5 MILE WEST OF EXIT 68 (Lat: 41.860117, Lng: -72.369050), Route carried "on" structure: Interstate 84, Year Built: 1954, Year Reconstructed: 1977, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 77,700 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 115,454 (year 2038), Design Load: HS 20, Features Intersected: CIDER MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 129.633, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 33.5m (109.9ft), Out-to-Out Width: 46.9m (153.9ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Operating Rating: 90.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.5 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: April 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 837, Location: 0.5 MILE WEST OF EXIT 68 (Lat: 41.860117, Lng: -72.369050), Route carried "on" structure: Interstate 84, Year Built: 1954, Year Reconstructed: 1977, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 77,700 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 115,454 (year 2038), Design Load: HS 20, Features Intersected: CIDER MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 129.633, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 33.5m (109.9ft), Out-to-Out Width: 46.9m (153.9ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Operating Rating: 90.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.5 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: April 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 838, Location: AT INTERSTATE 84 EXIT 68 (Lat: 41.863928, Lng: -72.360883), Route carried "on" structure: State highway 195, Year Built: 1956, Year Reconstructed: 2000, Status: Open, Structure Length: 6.11m (20.05ft), Average Daily Traffic: 14,500 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 21,546 (year 2037), Design Load: HS 20, Features Intersected: INTERSTATE 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.462, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 41.5 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: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 838, Location: AT INTERSTATE 84 EXIT 68 (Lat: 41.863928, Lng: -72.360883), Route carried "on" structure: State highway 195, Year Built: 1956, Year Reconstructed: 2000, Status: Open, Structure Length: 6.11m (20.05ft), Average Daily Traffic: 14,500 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 21,546 (year 2037), Design Load: HS 20, Features Intersected: INTERSTATE 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.462, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 41.5 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: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 839, Location: 0.25 MI EAST OF ROUTE 195 (Lat: 41.865961, Lng: -72.356389), Route carried "on" structure: Interstate 84, Year Built: 1954, Year Reconstructed: 2007, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 64,200 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 95,395 (year 2038), Design Load: HS 20, Features Intersected: SKUNGAMAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.888, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 46.9m (153.9ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 46.9m (153.9ft), Out-to-Out Width: 55.0m (180.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 61.2 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, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 839, Location: 0.25 MI EAST OF ROUTE 195 (Lat: 41.865961, Lng: -72.356389), Route carried "on" structure: Interstate 84, Year Built: 1954, Year Reconstructed: 2007, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 64,200 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 95,395 (year 2038), Design Load: HS 20, Features Intersected: SKUNGAMAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.888, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 46.9m (153.9ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 46.9m (153.9ft), Out-to-Out Width: 55.0m (180.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 61.2 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, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 84, Location: 1.5 MI W OF WILLINGTON TL (Lat: 41.885989, Lng: -72.312483), Route carried "on" structure: State highway 74, Year Built: 1952, Year Reconstructed: 2013, Status: Open, Structure Length: 6.63m (21.75ft), Average Daily Traffic: 6,900 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 10,253 (year 2037), Design Load: HS 20, Features Intersected: INTERSTATE 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.416, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.2m (105.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.6 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: 30.5 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Galvanized Reinforcing
Structure Number: 84, Location: 1.5 MI W OF WILLINGTON TL (Lat: 41.885989, Lng: -72.312483), Route carried "on" structure: State highway 74, Year Built: 1952, Year Reconstructed: 2013, Status: Open, Structure Length: 6.63m (21.75ft), Average Daily Traffic: 6,900 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 10,253 (year 2037), Design Load: HS 20, Features Intersected: INTERSTATE 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.416, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.2m (105.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.6 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: 30.5 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Galvanized Reinforcing
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Structure Number: 938, Location: ON WILLINGTON TOWN LINE (Lat: 41.928369, Lng: -72.306650), Route carried "on" structure: State highway 32, Year Built: 1954, Year Reconstructed: 1989, Status: Open, Structure Length: 5.42m (17.78ft), Average Daily Traffic: 6,800 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 10,104 (year 2037), Design Load: HS 20, Features Intersected: WILLIMANTIC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.623, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 62.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 938, Location: ON WILLINGTON TOWN LINE (Lat: 41.928369, Lng: -72.306650), Route carried "on" structure: State highway 32, Year Built: 1954, Year Reconstructed: 1989, Status: Open, Structure Length: 5.42m (17.78ft), Average Daily Traffic: 6,800 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 10,104 (year 2037), Design Load: HS 20, Features Intersected: WILLIMANTIC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.623, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 62.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 112, Location: 1.8 MILES WEST OF I-84 (Lat: 41.882878, Lng: -72.345739), Route carried "on" structure: State highway 74, Year Built: 1916, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,400 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 3,566 (year 2035), Features Intersected: SKUNGAMAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.600, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, 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: October 2020, Total Project Cost: $2,000,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 112, Location: 1.8 MILES WEST OF I-84 (Lat: 41.882878, Lng: -72.345739), Route carried "on" structure: State highway 74, Year Built: 1916, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,400 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 3,566 (year 2035), Features Intersected: SKUNGAMAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.600, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, 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: October 2020, Total Project Cost: $2,000,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 153, Location: 700' SOUTH OF I-84 (Lat: 41.862422, Lng: -72.359325), Route carried "on" structure: State highway 195, Year Built: 2017, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 9,400 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 13,967 (year 2040), Design Load: HL 93, Features Intersected: SKUNGAMAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.269, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.9m (78.4ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.7 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: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 153, Location: 700' SOUTH OF I-84 (Lat: 41.862422, Lng: -72.359325), Route carried "on" structure: State highway 195, Year Built: 2017, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 9,400 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 13,967 (year 2040), Design Load: HL 93, Features Intersected: SKUNGAMAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.269, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.9m (78.4ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.7 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: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 2477, Location: 0.3 MILE WEST OF I-84 (Lat: 41.886836, Lng: -72.317333), Route carried "on" structure: State highway 74, Year Built: 2011, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 2,400 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 3,566 (year 2035), Design Load: HL 93, Features Intersected: GRAPEVINE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.030, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 73.9 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: 56.7 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: 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: July 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: 2477, Location: 0.3 MILE WEST OF I-84 (Lat: 41.886836, Lng: -72.317333), Route carried "on" structure: State highway 74, Year Built: 2011, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 2,400 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 3,566 (year 2035), Design Load: HL 93, Features Intersected: GRAPEVINE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.030, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 73.9 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: 56.7 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: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4279, Location: 50' WEST OF ROUTE 195 (Lat: 41.862525, Lng: -72.360086), Route carried "on" structure: Ramp Interstate 84, Year Built: 1978, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 7,600 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 11,293 (year 2038), Design Load: HS 20, Features Intersected: SKUNGAMAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.2 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: 48.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 4279, Location: 50' WEST OF ROUTE 195 (Lat: 41.862525, Lng: -72.360086), Route carried "on" structure: Ramp Interstate 84, Year Built: 1978, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 7,600 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 11,293 (year 2038), Design Load: HS 20, Features Intersected: SKUNGAMAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.2 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: 48.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 428, Location: 1.24 MI E OF I84 JCT RT31 (Lat: 41.854722, Lng: -72.405556), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 13.64m (44.75ft), Average Daily Traffic: 525 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 780 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE-84, Facility Carried by Structure: MOUNTAIN SPRING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.431, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 73.2m (240.2ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.4 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: 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 428, Location: 1.24 MI E OF I84 JCT RT31 (Lat: 41.854722, Lng: -72.405556), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 13.64m (44.75ft), Average Daily Traffic: 525 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 780 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE-84, Facility Carried by Structure: MOUNTAIN SPRING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.431, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 73.2m (240.2ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.4 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: 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 4287, Location: 0.6 MILE SOUTH OF RTE 74 (Lat: 41.870153, Lng: -72.347261), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 440 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 654 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE 84, Facility Carried by Structure: OLD CATHOLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.3m (142.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 57.3 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: 44.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4287, Location: 0.6 MILE SOUTH OF RTE 74 (Lat: 41.870153, Lng: -72.347261), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 440 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 654 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE 84, Facility Carried by Structure: OLD CATHOLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.3m (142.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 57.3 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: 44.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 4802, Location: 1.3 MI EAST OF RT 195 (Lat: 41.855828, Lng: -72.306933), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 1992, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 605 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 899 (year 2040), Features Intersected: WILLIMANTIC RIVER, Facility Carried by Structure: SOUTH RIVER RD #2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 56.7 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: 43.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present 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: April 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: 4802, Location: 1.3 MI EAST OF RT 195 (Lat: 41.855828, Lng: -72.306933), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 1992, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 605 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 899 (year 2040), Features Intersected: WILLIMANTIC RIVER, Facility Carried by Structure: SOUTH RIVER RD #2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 56.7 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: 43.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present 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: April 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: 4803, Location: 100' S O/SHENIPST LAKE RD (Lat: 41.906342, Lng: -72.403786), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 324 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 481 (year 2042), Features Intersected: CHARTER BROOK, Facility Carried by Structure: BROWNS BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 4803, Location: 100' S O/SHENIPST LAKE RD (Lat: 41.906342, Lng: -72.403786), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 324 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 481 (year 2042), Features Intersected: CHARTER BROOK, Facility Carried by Structure: BROWNS BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 606, Location: 1.8 MI NORTH OF ROUTE 74 (Lat: 41.892828, Lng: -72.416250), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 202 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 300 (year 2040), Features Intersected: CHARTER BROOK, Facility Carried by Structure: SHENIPSIT LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.685, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 606, Location: 1.8 MI NORTH OF ROUTE 74 (Lat: 41.892828, Lng: -72.416250), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 202 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 300 (year 2040), Features Intersected: CHARTER BROOK, Facility Carried by Structure: SHENIPSIT LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.685, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 6975, Location: 0.2 Miles South of Rt 30 (Lat: 41.862172, Lng: -72.419544), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 104 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 155 (year 2042), Features Intersected: GAGES BROOK, Facility Carried by Structure: INDUSTRIAL PARK RO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Poor, 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: Meets minimum limits, 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: January 2022, Underwater Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6975, Location: 0.2 Miles South of Rt 30 (Lat: 41.862172, Lng: -72.419544), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 104 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 155 (year 2042), Features Intersected: GAGES BROOK, Facility Carried by Structure: INDUSTRIAL PARK RO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Poor, 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: Meets minimum limits, 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: January 2022, Underwater Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6976, Location: 0.24 Miles South of Rt 30 (Lat: 41.860517, Lng: -72.420519), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 525 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 780 (year 2042), Features Intersected: GAGES BROOK, Facility Carried by Structure: INDUSTRIAL PARK RO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Poor, 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: Meets minimum limits, 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: January 2022, Underwater Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6976, Location: 0.24 Miles South of Rt 30 (Lat: 41.860517, Lng: -72.420519), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 525 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 780 (year 2042), Features Intersected: GAGES BROOK, Facility Carried by Structure: INDUSTRIAL PARK RO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Poor, 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: Meets minimum limits, 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: January 2022, Underwater Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6977, Location: 0.14 Mi S Ind Park Road E (Lat: 41.858908, Lng: -72.421794), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 525 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 780 (year 2042), Features Intersected: GAGES BROOK, Facility Carried by Structure: GERBER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, Culverts: Poor, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6977, Location: 0.14 Mi S Ind Park Road E (Lat: 41.858908, Lng: -72.421794), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 525 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 780 (year 2042), Features Intersected: GAGES BROOK, Facility Carried by Structure: GERBER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, Culverts: Poor, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 838, Location: AT INTERSTATE 84 EXIT 68 (Lat: 41.863928, Lng: -72.360883), Route carried "under" structure: Interstate 84, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 62,700 (year 2018), Truck Traffic: 16%, Features Intersected: INTERSTATE 84, Facility Carried by Structure: ROUTE 195
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 130.453, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
Structure Number: 838, Location: AT INTERSTATE 84 EXIT 68 (Lat: 41.863928, Lng: -72.360883), Route carried "under" structure: Interstate 84, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 62,700 (year 2018), Truck Traffic: 16%, Features Intersected: INTERSTATE 84, Facility Carried by Structure: ROUTE 195
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 130.453, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
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Structure Number: 84, Location: 1.5 MI W OF WILLINGTON TL (Lat: 41.885989, Lng: -72.312483), Route carried "under" structure: Interstate 84, Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 57,100 (year 2018), Truck Traffic: 16%, Features Intersected: INTERSTATE 84, Facility Carried by Structure: ROUTE 74
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 135.169, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.2m (105.6ft)
Structure Number: 84, Location: 1.5 MI W OF WILLINGTON TL (Lat: 41.885989, Lng: -72.312483), Route carried "under" structure: Interstate 84, Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 57,100 (year 2018), Truck Traffic: 16%, Features Intersected: INTERSTATE 84, Facility Carried by Structure: ROUTE 74
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 135.169, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.2m (105.6ft)
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Structure Number: 428, Location: 1.24 MI E OF I84 JCT RT31 (Lat: 41.854722, Lng: -72.405556), Route carried "under" structure: Interstate 84, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 77,700 (year 2018), Truck Traffic: 14%, Features Intersected: INTERSTATE-84, Facility Carried by Structure: MOUNTAIN SPRING RD
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 126.334, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 73.2m (240.2ft)
Structure Number: 428, Location: 1.24 MI E OF I84 JCT RT31 (Lat: 41.854722, Lng: -72.405556), Route carried "under" structure: Interstate 84, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 77,700 (year 2018), Truck Traffic: 14%, Features Intersected: INTERSTATE-84, Facility Carried by Structure: MOUNTAIN SPRING RD
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 126.334, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 73.2m (240.2ft)
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Structure Number: 4287, Location: 0.6 MILE SOUTH OF RTE 74 (Lat: 41.870153, Lng: -72.347261), Route carried "under" structure: Interstate 84, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 65,900 (year 2018), Truck Traffic: 16%, Features Intersected: INTERSTATE 84, Facility Carried by Structure: OLD CATHOLE ROAD
Minimum Vertical Clearance: 6.43m (21.10ft), Kilometerpoint: 131.773, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.3m (142.1ft)
Structure Number: 4287, Location: 0.6 MILE SOUTH OF RTE 74 (Lat: 41.870153, Lng: -72.347261), Route carried "under" structure: Interstate 84, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 65,900 (year 2018), Truck Traffic: 16%, Features Intersected: INTERSTATE 84, Facility Carried by Structure: OLD CATHOLE ROAD
Minimum Vertical Clearance: 6.43m (21.10ft), Kilometerpoint: 131.773, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.3m (142.1ft)