Bridge Statistics for Avon, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 36Number of bridges
- 446ft / 136mTotal length
- 1,765,786Total average daily traffic
- 166,580Total average daily truck traffic
- 2,623,781Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Avon
- No street view available for this location
- New bridges - historical statistics
- 191950-1959
- 71960-1969
- 21970-1979
- 41980-1989
- 31990-1999
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 61980-1989
- 21990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 43.3%Good
- 50.0%Satisfactory
- 6.7%Fair
- Bridge Condition - Superstructure
- 40.0%Good
- 36.7%Satisfactory
- 23.3%Fair
- Bridge Condition - Substructure
- 40.0%Good
- 60.0%Satisfactory
- Bridge Condition - Channel
- 40.0%Good
- 46.7%Satisfactory
- 13.3%Fair
- Bridge Condition - Culverts
- 16.7%Good
- 66.7%Satisfactory
- 16.7%Fair
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Structure Number: 7, Location: WEST OF EXIT 3 (Lat: 41.019375, Lng: -73.628956), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 1993, Status: Open, Structure Length: 2.11m (6.92ft), Average Daily Traffic: 109,200 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 162,260 (year 2040), Design Load: HS 20, Features Intersected: SHORE ROAD # 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 41.9m (137.5ft), Out-to-Out Width: 44.9m (147.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.1 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: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, 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: Preformed Fabric
Structure Number: 7, Location: WEST OF EXIT 3 (Lat: 41.019375, Lng: -73.628956), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 1993, Status: Open, Structure Length: 2.11m (6.92ft), Average Daily Traffic: 109,200 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 162,260 (year 2040), Design Load: HS 20, Features Intersected: SHORE ROAD # 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 41.9m (137.5ft), Out-to-Out Width: 44.9m (147.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.1 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: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, 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: Preformed Fabric
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Structure Number: 8, Location: NEAR EXIT 3 (Lat: 41.019403, Lng: -73.628403), Route carried "on" structure: Interstate 95, Year Built: 1958, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 101,800 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 151,265 (year 2040), Design Load: H 20, Features Intersected: HORSENECK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.911, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Structural Evaluation: 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021
Structure Number: 8, Location: NEAR EXIT 3 (Lat: 41.019403, Lng: -73.628403), Route carried "on" structure: Interstate 95, Year Built: 1958, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 101,800 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 151,265 (year 2040), Design Load: H 20, Features Intersected: HORSENECK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.911, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Structural Evaluation: 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021
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Structure Number: 57, Location: 160 FT N OF US ROUTE 7 (Lat: 41.106611, Lng: -73.419464), Route carried "on" structure: Interstate 95, Year Built: 1956, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 122,600 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 182,171 (year 2037), Design Load: H 20, Features Intersected: WEST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.977, Lanes on structure: 7, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 33.1m (108.6ft), Out-to-Out Width: 35.4m (116.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 57, Location: 160 FT N OF US ROUTE 7 (Lat: 41.106611, Lng: -73.419464), Route carried "on" structure: Interstate 95, Year Built: 1956, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 122,600 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 182,171 (year 2037), Design Load: H 20, Features Intersected: WEST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.977, Lanes on structure: 7, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 33.1m (108.6ft), Out-to-Out Width: 35.4m (116.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 72, Location: 1.5 MILE NORTH OF SSR 476 (Lat: 41.126678, Lng: -73.303503), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 975 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,449 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE 95, Facility Carried by Structure: SASCO CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), 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: 84.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, 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: 72, Location: 1.5 MILE NORTH OF SSR 476 (Lat: 41.126678, Lng: -73.303503), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 975 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,449 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE 95, Facility Carried by Structure: SASCO CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), 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: 84.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, 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: 73, Location: WESTPORT-FAIRFIELD T.L. (Lat: 41.131008, Lng: -73.297336), Route carried "on" structure: Interstate 95, Year Built: 1958, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 120,000 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 178,308 (year 2037), Design Load: H 20, Features Intersected: SASCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.017, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 59.4m (194.9ft)
Condition: Channel: Fair, 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: 85.2 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 73, Location: WESTPORT-FAIRFIELD T.L. (Lat: 41.131008, Lng: -73.297336), Route carried "on" structure: Interstate 95, Year Built: 1958, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 120,000 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 178,308 (year 2037), Design Load: H 20, Features Intersected: SASCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.017, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 59.4m (194.9ft)
Condition: Channel: Fair, 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: 85.2 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 74, Location: 0.1 MILE SOUTH OF EXIT 19 (Lat: 41.133758, Lng: -73.294400), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 1991, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 120,000 (year 2017), Truck Traffic: 20%, Average Future Daily Traffic: 178,308 (year 2037), Design Load: HS 20, Features Intersected: WESTWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.419, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 40.7m (133.5ft), Out-to-Out Width: 42.6m (139.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.9 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: 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: March 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: 74, Location: 0.1 MILE SOUTH OF EXIT 19 (Lat: 41.133758, Lng: -73.294400), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 1991, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 120,000 (year 2017), Truck Traffic: 20%, Average Future Daily Traffic: 178,308 (year 2037), Design Load: HS 20, Features Intersected: WESTWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.419, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 40.7m (133.5ft), Out-to-Out Width: 42.6m (139.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.9 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: 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: March 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: 76, Location: EXIT 19 (Lat: 41.138231, Lng: -73.288736), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 1991, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 112,500 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 167,164 (year 2037), Design Load: H 20, Features Intersected: OLD POST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.095, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 37.1m (121.7ft), Out-to-Out Width: 38.9m (127.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 91.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 76, Location: EXIT 19 (Lat: 41.138231, Lng: -73.288736), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 1991, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 112,500 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 167,164 (year 2037), Design Load: H 20, Features Intersected: OLD POST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.095, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 37.1m (121.7ft), Out-to-Out Width: 38.9m (127.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 91.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 77, Location: INTERSTATE-95 EXIT NO. 19 (Lat: 41.139025, Lng: -73.287683), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 1991, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 112,500 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 167,164 (year 2037), Design Load: H 20, Features Intersected: U.S. ROUTE 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.208, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 36 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 35.9m (117.8ft), Out-to-Out Width: 38.9m (127.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 98.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 77, Location: INTERSTATE-95 EXIT NO. 19 (Lat: 41.139025, Lng: -73.287683), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 1991, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 112,500 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 167,164 (year 2037), Design Load: H 20, Features Intersected: U.S. ROUTE 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.208, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 36 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 35.9m (117.8ft), Out-to-Out Width: 38.9m (127.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 98.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 79, Location: At EXIT 20 (Lat: 41.142086, Lng: -73.277628), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 1991, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 125,400 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 186,332 (year 2037), Design Load: HS 20, Features Intersected: BRONSON ROAD NO. 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.174, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.7m (117.1ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.7m (64.6ft), Curb-To-Curb Width: 35.9m (117.8ft), Out-to-Out Width: 38.9m (127.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.5 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: 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 79, Location: At EXIT 20 (Lat: 41.142086, Lng: -73.277628), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 1991, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 125,400 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 186,332 (year 2037), Design Load: HS 20, Features Intersected: BRONSON ROAD NO. 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.174, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.7m (117.1ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.7m (64.6ft), Curb-To-Curb Width: 35.9m (117.8ft), Out-to-Out Width: 38.9m (127.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.5 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: 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 81, Location: BETWEEN EXITS 20 & 21 (Lat: 41.142969, Lng: -73.268769), Route carried "on" structure: Interstate 95, Year Built: 1958, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 129,300 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 192,127 (year 2037), Design Load: HS 20, Features Intersected: NORTH PINE CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.930, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.7m (48.2ft), Curb-To-Curb Width: 37.3m (122.4ft), Out-to-Out Width: 40.2m (131.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 81, Location: BETWEEN EXITS 20 & 21 (Lat: 41.142969, Lng: -73.268769), Route carried "on" structure: Interstate 95, Year Built: 1958, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 129,300 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 192,127 (year 2037), Design Load: HS 20, Features Intersected: NORTH PINE CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.930, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.7m (48.2ft), Curb-To-Curb Width: 37.3m (122.4ft), Out-to-Out Width: 40.2m (131.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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, 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: 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: 82, Location: INTERSTATE-95 EXIT NO 21 (Lat: 41.144111, Lng: -73.265356), Route carried "on" structure: Interstate 95, Year Built: 1958, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 126,400 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 187,818 (year 2037), Design Load: HS 20, Features Intersected: MILL PLAIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.107, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 39.7m (130.2ft), Out-to-Out Width: 42.6m (139.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.9 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: 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: Better than 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 82, Location: INTERSTATE-95 EXIT NO 21 (Lat: 41.144111, Lng: -73.265356), Route carried "on" structure: Interstate 95, Year Built: 1958, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 126,400 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 187,818 (year 2037), Design Load: HS 20, Features Intersected: MILL PLAIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.107, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 39.7m (130.2ft), Out-to-Out Width: 42.6m (139.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.9 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: 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: Better than 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: 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: 83, Location: 0.5 MI S OF ROUTE 135 (Lat: 41.146039, Lng: -73.259594), Route carried "on" structure: Interstate 95, Year Built: 1958, Status: Open, Structure Length: 2.42m (7.94ft), Average Daily Traffic: 125,600 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 186,629 (year 2037), Design Load: H 20, Features Intersected: UNQUOWA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.767, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 44.6m (146.3ft), Out-to-Out Width: 47.5m (155.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.1 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: 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: Better than 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 83, Location: 0.5 MI S OF ROUTE 135 (Lat: 41.146039, Lng: -73.259594), Route carried "on" structure: Interstate 95, Year Built: 1958, Status: Open, Structure Length: 2.42m (7.94ft), Average Daily Traffic: 125,600 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 186,629 (year 2037), Design Load: H 20, Features Intersected: UNQUOWA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.767, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 44.6m (146.3ft), Out-to-Out Width: 47.5m (155.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.1 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: 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: Better than 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: 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: 84, Location: 0.2 MI S OF ROUTE 135 (Lat: 41.147942, Lng: -73.254086), Route carried "on" structure: Interstate 95, Year Built: 1958, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 118,000 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 175,336 (year 2037), Design Load: HS 20, Features Intersected: ROUND HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.282, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 49.7m (163.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 55.9m (183.4ft), Out-to-Out Width: 58.2m (190.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.0 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: 52.2 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, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 84, Location: 0.2 MI S OF ROUTE 135 (Lat: 41.147942, Lng: -73.254086), Route carried "on" structure: Interstate 95, Year Built: 1958, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 118,000 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 175,336 (year 2037), Design Load: HS 20, Features Intersected: ROUND HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.282, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 49.7m (163.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 55.9m (183.4ft), Out-to-Out Width: 58.2m (190.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.0 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: 52.2 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, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 86, Location: 300' W OF MEADOW BROOK RD (Lat: 41.154931, Lng: -73.245206), Route carried "on" structure: US 1, Year Built: 1958, Year Reconstructed: 1994, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 6,335 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 9,413 (year 2041), Design Load: HS 20, Features Intersected: INTERSTATE 95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.213, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 0.0m, Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.3 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 86, Location: 300' W OF MEADOW BROOK RD (Lat: 41.154931, Lng: -73.245206), Route carried "on" structure: US 1, Year Built: 1958, Year Reconstructed: 1994, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 6,335 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 9,413 (year 2041), Design Load: HS 20, Features Intersected: INTERSTATE 95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.213, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 0.0m, Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.3 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 333, Location: O.6 MI W OF I-95 (Lat: 41.301083, Lng: -72.923347), Route carried "on" structure: State highway 34, Year Built: 1960, Year Reconstructed: 2005, Status: Open, Structure Length: 21.01m (68.93ft), Average Daily Traffic: 75,600 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 112,334 (year 2032), Design Load: HS 20, Features Intersected: US 1 AND METRO NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.222, Lanes on structure: 8, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 115.5m (378.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 35.3m (115.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 333, Location: O.6 MI W OF I-95 (Lat: 41.301083, Lng: -72.923347), Route carried "on" structure: State highway 34, Year Built: 1960, Year Reconstructed: 2005, Status: Open, Structure Length: 21.01m (68.93ft), Average Daily Traffic: 75,600 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 112,334 (year 2032), Design Load: HS 20, Features Intersected: US 1 AND METRO NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.222, Lanes on structure: 8, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 115.5m (378.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 35.3m (115.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 447, Location: 2.0 MI S OF ROUTE 22 (Lat: 41.368519, Lng: -72.852561), Route carried "on" structure: State highway 103, Year Built: 1961, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 7,500 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 11,144 (year 2038), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.729, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 85.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.1 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 447, Location: 2.0 MI S OF ROUTE 22 (Lat: 41.368519, Lng: -72.852561), Route carried "on" structure: State highway 103, Year Built: 1961, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 7,500 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 11,144 (year 2038), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.729, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 85.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.1 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 651, Location: 0.4 MI NORTH OF ROUTE 44 (Lat: 41.815789, Lng: -72.829739), Route carried "on" structure: State highway 10, Year Built: 1956, Year Reconstructed: 2000, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 11,500 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 17,088 (year 2038), Design Load: HS 20, Features Intersected: NOD BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.291, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 651, Location: 0.4 MI NORTH OF ROUTE 44 (Lat: 41.815789, Lng: -72.829739), Route carried "on" structure: State highway 10, Year Built: 1956, Year Reconstructed: 2000, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 11,500 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 17,088 (year 2038), Design Load: HS 20, Features Intersected: NOD BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.291, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 1275, Location: .8 MILE N OF E WINDSOR TL (Lat: 41.943158, Lng: -72.606233), Route carried "on" structure: State highway 510, Year Built: 1959, Year Reconstructed: 1990, Status: Open, Structure Length: 5.66m (18.57ft), Average Daily Traffic: 4,100 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 6,092 (year 2036), Design Load: H 20, Features Intersected: INTERSTATE-91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.798, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 61.9 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: 47.3 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: Somewhat better than minimum adequacy, 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: July 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: 1275, Location: .8 MILE N OF E WINDSOR TL (Lat: 41.943158, Lng: -72.606233), Route carried "on" structure: State highway 510, Year Built: 1959, Year Reconstructed: 1990, Status: Open, Structure Length: 5.66m (18.57ft), Average Daily Traffic: 4,100 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 6,092 (year 2036), Design Load: H 20, Features Intersected: INTERSTATE-91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.798, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 61.9 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: 47.3 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: Somewhat better than minimum adequacy, 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: July 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: 1492, Location: 2 MILES NORTH OF ROUTE 4 (Lat: 41.810617, Lng: -72.924597), Route carried "on" structure: State highway 179, Year Built: 1959, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 9,600 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 14,265 (year 2036), Design Load: HS 20, Features Intersected: MILL RACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Underwater Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1492, Location: 2 MILES NORTH OF ROUTE 4 (Lat: 41.810617, Lng: -72.924597), Route carried "on" structure: State highway 179, Year Built: 1959, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 9,600 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 14,265 (year 2036), Design Load: HS 20, Features Intersected: MILL RACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Underwater Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1493, Location: 0.2 MILE NORTH OF SR 565 (Lat: 41.816542, Lng: -72.920056), Route carried "on" structure: State highway 179, Year Built: 1958, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 6,500 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 9,658 (year 2036), Design Load: HS 20, Features Intersected: NEDS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.249, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), 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: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1493, Location: 0.2 MILE NORTH OF SR 565 (Lat: 41.816542, Lng: -72.920056), Route carried "on" structure: State highway 179, Year Built: 1958, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 6,500 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 9,658 (year 2036), Design Load: HS 20, Features Intersected: NEDS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.249, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), 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: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1494, Location: .8 MI S OF BARKHAMSTED TL (Lat: 41.909653, Lng: -72.899122), Route carried "on" structure: State highway 179, Year Built: 1956, Year Reconstructed: 1990, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,600 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 2,377 (year 2035), Design Load: HS 20, Features Intersected: CHERRY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.852, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.7 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: 52.2 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1494, Location: .8 MI S OF BARKHAMSTED TL (Lat: 41.909653, Lng: -72.899122), Route carried "on" structure: State highway 179, Year Built: 1956, Year Reconstructed: 1990, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,600 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 2,377 (year 2035), Design Load: HS 20, Features Intersected: CHERRY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.852, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.7 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: 52.2 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2648, Location: .2 MI S OF INTERSTATE-91 (Lat: 41.392336, Lng: -72.868408), Route carried "on" structure: US 5, Year Built: 1973, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 19,200 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 28,529 (year 2038), Design Load: HS 20, Features Intersected: QUINNIPIAC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.608, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), 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: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.6 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: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 2648, Location: .2 MI S OF INTERSTATE-91 (Lat: 41.392336, Lng: -72.868408), Route carried "on" structure: US 5, Year Built: 1973, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 19,200 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 28,529 (year 2038), Design Load: HS 20, Features Intersected: QUINNIPIAC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.608, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), 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: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.6 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: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 2875, Location: 0.3 MI S OF I-95 (Lat: 41.360700, Lng: -72.099858), Route carried "on" structure: State highway 641, Year Built: 1973, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 9,300 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 13,819 (year 2037), Design Load: HS 20, Features Intersected: ROUTE 32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.2m (154.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 2875, Location: 0.3 MI S OF I-95 (Lat: 41.360700, Lng: -72.099858), Route carried "on" structure: State highway 641, Year Built: 1973, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 9,300 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 13,819 (year 2037), Design Load: HS 20, Features Intersected: ROUTE 32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.2m (154.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 3076, Location: 1.69 MI SO THOMPSON TL. (Lat: 41.909353, Lng: -71.891608), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 8.91m (29.23ft), Average Daily Traffic: 3,300 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 4,903 (year 2039), Design Load: H 20, Features Intersected: INTERSTATE-395, Facility Carried by Structure: HERITAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.249, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Preformed Fabric
Structure Number: 3076, Location: 1.69 MI SO THOMPSON TL. (Lat: 41.909353, Lng: -71.891608), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 8.91m (29.23ft), Average Daily Traffic: 3,300 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 4,903 (year 2039), Design Load: H 20, Features Intersected: INTERSTATE-395, Facility Carried by Structure: HERITAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.249, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Preformed Fabric
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Structure Number: 3338, Location: 0.5 MI S OF ROUTE 153 (Lat: 41.337533, Lng: -72.395372), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 17,900 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 26,598 (year 2039), Design Load: HS 20, Features Intersected: CEDAR GROVE TERRACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.651, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3338, Location: 0.5 MI S OF ROUTE 153 (Lat: 41.337533, Lng: -72.395372), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 17,900 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 26,598 (year 2039), Design Load: HS 20, Features Intersected: CEDAR GROVE TERRACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.651, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3339, Location: 1.0 MI S OF ROUTE 153 (Lat: 41.337522, Lng: -72.395842), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 17,900 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 26,598 (year 2039), Design Load: HS 20, Features Intersected: CEDAR GROVE TERRACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.651, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 79.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3339, Location: 1.0 MI S OF ROUTE 153 (Lat: 41.337522, Lng: -72.395842), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 17,900 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 26,598 (year 2039), Design Load: HS 20, Features Intersected: CEDAR GROVE TERRACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.651, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 79.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 447, Location: 500 FEET WEST OF ROUTE 10 (Lat: 41.772128, Lng: -72.821428), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 10.83m (35.53ft), Average Daily Traffic: 5,201 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 7,728 (year 2040), Design Load: HL 93, Features Intersected: FARMINGTON RIVER, Facility Carried by Structure: OLD FARMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.0m (137.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.8 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: 39.9 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 447, Location: 500 FEET WEST OF ROUTE 10 (Lat: 41.772128, Lng: -72.821428), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 10.83m (35.53ft), Average Daily Traffic: 5,201 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 7,728 (year 2040), Design Load: HL 93, Features Intersected: FARMINGTON RIVER, Facility Carried by Structure: OLD FARMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.0m (137.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.8 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: 39.9 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 5346, Location: 0.2 MI EAST OF ROUTE 177 (Lat: 41.777119, Lng: -72.887197), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 605 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 899 (year 2038), Features Intersected: ROARING BROOK, Facility Carried by Structure: HOLLISTER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018
Structure Number: 5346, Location: 0.2 MI EAST OF ROUTE 177 (Lat: 41.777119, Lng: -72.887197), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 605 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 899 (year 2038), Features Intersected: ROARING BROOK, Facility Carried by Structure: HOLLISTER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018
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Structure Number: 5786, Location: 0.5 MI N OF I-691 (Lat: 41.548742, Lng: -72.781989), Route carried "on" structure: US 5, Year Built: 1989, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 13,300 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 19,762 (year 2036), Design Load: HS 20, Features Intersected: ABANDONED RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.387, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5786, Location: 0.5 MI N OF I-691 (Lat: 41.548742, Lng: -72.781989), Route carried "on" structure: US 5, Year Built: 1989, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 13,300 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 19,762 (year 2036), Design Load: HS 20, Features Intersected: ABANDONED RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.387, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 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: 585, Location: 350' SOUTH OF ROUTE 177 (Lat: 41.793472, Lng: -72.891072), Route carried "on" structure: City street , Year Built: 1964, Year Reconstructed: 2016, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 615 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 914 (year 2040), Design Load: HL 93, Features Intersected: ROARING BROOK, Facility Carried by Structure: OLD WHEELER LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.6 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 585, Location: 350' SOUTH OF ROUTE 177 (Lat: 41.793472, Lng: -72.891072), Route carried "on" structure: City street , Year Built: 1964, Year Reconstructed: 2016, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 615 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 914 (year 2040), Design Load: HL 93, Features Intersected: ROARING BROOK, Facility Carried by Structure: OLD WHEELER LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.6 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5863, Location: 0.5 MILE NORTH OF I-84 (Lat: 41.779767, Lng: -72.664136), Route carried "on" structure: Interstate 91, Year Built: 1990, Status: Open, Structure Length: 6.14m (20.14ft), Average Daily Traffic: 76,900 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 114,266 (year 2035), Design Load: HS 20, Features Intersected: CT SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.102, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 34.0 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: 26.2 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, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5863, Location: 0.5 MILE NORTH OF I-84 (Lat: 41.779767, Lng: -72.664136), Route carried "on" structure: Interstate 91, Year Built: 1990, Status: Open, Structure Length: 6.14m (20.14ft), Average Daily Traffic: 76,900 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 114,266 (year 2035), Design Load: HS 20, Features Intersected: CT SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.102, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 34.0 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: 26.2 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, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5952, Location: .5 MI NO OF INT ROUTE 94 (Lat: 41.717944, Lng: -72.593817), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 2,318 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 3,444 (year 2041), Features Intersected: SALMON BROOK, Facility Carried by Structure: WESTERN BOULEVARD1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 5952, Location: .5 MI NO OF INT ROUTE 94 (Lat: 41.717944, Lng: -72.593817), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 2,318 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 3,444 (year 2041), Features Intersected: SALMON BROOK, Facility Carried by Structure: WESTERN BOULEVARD1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 6083, Location: 1000' EAST OF ROUTE 167 (Lat: 41.776297, Lng: -72.859044), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,233 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,832 (year 2040), Features Intersected: CHIDSEY BROOK, Facility Carried by Structure: SCOVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Satisfactory, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 6083, Location: 1000' EAST OF ROUTE 167 (Lat: 41.776297, Lng: -72.859044), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,233 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,832 (year 2040), Features Intersected: CHIDSEY BROOK, Facility Carried by Structure: SCOVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Satisfactory, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 626, Location: 0.3 MILE EAST OF RTE. 189 (Lat: 41.784950, Lng: -72.708319), Route carried "on" structure: US 44, Year Built: 1993, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 21,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 31,204 (year 2038), Design Load: HS 20, Features Intersected: NORTH BRANCH PARK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.624, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 5.0m (16.4ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 32.2m (105.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 93.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 626, Location: 0.3 MILE EAST OF RTE. 189 (Lat: 41.784950, Lng: -72.708319), Route carried "on" structure: US 44, Year Built: 1993, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 21,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 31,204 (year 2038), Design Load: HS 20, Features Intersected: NORTH BRANCH PARK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.624, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 5.0m (16.4ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 32.2m (105.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 93.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: 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: 6521, Location: 0.3 MILE WEST OF ROUTE 10 (Lat: 41.806839, Lng: -72.822744), Route carried "on" structure: US 44, Year Built: 1996, Status: Open, Structure Length: 5.78m (18.96ft), Average Daily Traffic: 29,800 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 44,280 (year 2038), Design Load: HS 20, Features Intersected: FARMINGTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.954, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.9m (68.6ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.2 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: 21.7 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: 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater 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: 6521, Location: 0.3 MILE WEST OF ROUTE 10 (Lat: 41.806839, Lng: -72.822744), Route carried "on" structure: US 44, Year Built: 1996, Status: Open, Structure Length: 5.78m (18.96ft), Average Daily Traffic: 29,800 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 44,280 (year 2038), Design Load: HS 20, Features Intersected: FARMINGTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.954, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.9m (68.6ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.2 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: 21.7 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: 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater 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: 6993, Location: .5 MILES EAST of RTE.177 (Lat: 41.805244, Lng: -72.881542), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 204 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 303 (year 2040), Features Intersected: ROARING BROOK, Facility Carried by Structure: PARKVIEW DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 70.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6993, Location: .5 MILES EAST of RTE.177 (Lat: 41.805244, Lng: -72.881542), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 204 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 303 (year 2040), Features Intersected: ROARING BROOK, Facility Carried by Structure: PARKVIEW DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 70.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous