Bridge Statistics for Plymouth, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 108ft / 32.5mTotal length
- $2,596,000Total costs
- 261,343Total average daily traffic
- 25,891Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Plymouth
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 11930-1939
- 21940-1949
- 21950-1959
- 31960-1969
- 11980-1989
- 21990-1999
- 12000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 11990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 35.7%Good
- 57.1%Satisfactory
- 7.1%Fair
- Bridge Condition - Superstructure
- 64.3%Good
- 28.6%Satisfactory
- 7.1%Fair
- Bridge Condition - Substructure
- 57.1%Good
- 42.9%Satisfactory
- Bridge Condition - Channel
- 23.1%Good
- 53.8%Satisfactory
- 23.1%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Serious
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Structure Number: 167, Location: 0.5 MI S OF US ROUTE 1 (Lat: 41.295906, Lng: -72.917125), Route carried "on" structure: Interstate 95, Year Built: 2015, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 146,600 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 217,833 (year 2037), Design Load: HS 20, Features Intersected: CANAL DOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.170, Lanes on structure: 11, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 59.0m (193.6ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 55.9m (183.4ft), Curb-To-Curb Width: 59.0m (193.6ft), Out-to-Out Width: 61.8m (202.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.4 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: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior 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: 167, Location: 0.5 MI S OF US ROUTE 1 (Lat: 41.295906, Lng: -72.917125), Route carried "on" structure: Interstate 95, Year Built: 2015, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 146,600 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 217,833 (year 2037), Design Load: HS 20, Features Intersected: CANAL DOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.170, Lanes on structure: 11, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 59.0m (193.6ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 55.9m (183.4ft), Curb-To-Curb Width: 59.0m (193.6ft), Out-to-Out Width: 61.8m (202.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.4 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: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior 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: 47, Location: 0.2 MILE WEST OF ROUTE 72 (Lat: 41.678450, Lng: -73.005219), Route carried "on" structure: US 6, Year Built: 1935, Year Reconstructed: 1986, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 20,200 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 30,015 (year 2037), Design Load: H 20, Features Intersected: PEQUABUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.682, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 47, Location: 0.2 MILE WEST OF ROUTE 72 (Lat: 41.678450, Lng: -73.005219), Route carried "on" structure: US 6, Year Built: 1935, Year Reconstructed: 1986, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 20,200 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 30,015 (year 2037), Design Load: H 20, Features Intersected: PEQUABUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.682, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 471, Location: JCT OF RT 6 & RT 72 (Lat: 41.679072, Lng: -73.001031), Route carried "on" structure: US 6, Year Built: 1957, Year Reconstructed: 2016, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 20,200 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 30,015 (year 2037), Design Load: HS 20, Features Intersected: PEQUABUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.020, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 471, Location: JCT OF RT 6 & RT 72 (Lat: 41.679072, Lng: -73.001031), Route carried "on" structure: US 6, Year Built: 1957, Year Reconstructed: 2016, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 20,200 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 30,015 (year 2037), Design Load: HS 20, Features Intersected: PEQUABUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.020, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 543, Location: .3 MI SOUTH OF I84 (Lat: 41.384092, Lng: -73.476350), Route carried "on" structure: US 7, Year Built: 1962, Year Reconstructed: 1993, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 18,750 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 27,861 (year 2038), Design Load: HS 20, Features Intersected: I - 84 RAMP 802
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.343, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 74.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 543, Location: .3 MI SOUTH OF I84 (Lat: 41.384092, Lng: -73.476350), Route carried "on" structure: US 7, Year Built: 1962, Year Reconstructed: 1993, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 18,750 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 27,861 (year 2038), Design Load: HS 20, Features Intersected: I - 84 RAMP 802
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.343, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 74.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 549, Location: EXIT 7 I-84 WB (Lat: 41.419997, Lng: -73.421100), Route carried "on" structure: Ramp Interstate 84, Year Built: 1962, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 9,104 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 13,528 (year 2040), Features Intersected: BEAVER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.650, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 549, Location: EXIT 7 I-84 WB (Lat: 41.419997, Lng: -73.421100), Route carried "on" structure: Ramp Interstate 84, Year Built: 1962, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 9,104 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 13,528 (year 2040), Features Intersected: BEAVER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.650, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 1109, Location: 0.5 MILE NORTH OF ROUTE 6 (Lat: 41.687103, Lng: -73.000300), Route carried "on" structure: State highway 72, Year Built: 2015, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,700 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 5,498 (year 2037), Design Load: HL 93, Features Intersected: MARSH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.871, Lanes on structure: 2, Owner: State 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: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than 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: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 1109, Location: 0.5 MILE NORTH OF ROUTE 6 (Lat: 41.687103, Lng: -73.000300), Route carried "on" structure: State highway 72, Year Built: 2015, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,700 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 5,498 (year 2037), Design Load: HL 93, Features Intersected: MARSH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.871, Lanes on structure: 2, Owner: State 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: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than 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: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 111, Location: 1 MILE NORTH OF ROUTE 6 (Lat: 41.691308, Lng: -73.004536), Route carried "on" structure: State highway 72, Year Built: 1940, Year Reconstructed: 2007, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 3,600 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 5,349 (year 2037), Design Load: HS 20, Features Intersected: POLAND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.515, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 111, Location: 1 MILE NORTH OF ROUTE 6 (Lat: 41.691308, Lng: -73.004536), Route carried "on" structure: State highway 72, Year Built: 1940, Year Reconstructed: 2007, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 3,600 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 5,349 (year 2037), Design Load: HS 20, Features Intersected: POLAND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.515, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, 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: 1111, Location: 1 MILE SOUTH HARWINTON TL (Lat: 41.699739, Lng: -73.007047), Route carried "on" structure: State highway 72, Year Built: 1927, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,500 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 3,715 (year 2037), Design Load: H 15, Features Intersected: POLAND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.480, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1111, Location: 1 MILE SOUTH HARWINTON TL (Lat: 41.699739, Lng: -73.007047), Route carried "on" structure: State highway 72, Year Built: 1927, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,500 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 3,715 (year 2037), Design Load: H 15, Features Intersected: POLAND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.480, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 167, Location: 100 FT WEST OF RTE 72 (Lat: 41.689456, Lng: -73.002181), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 2,754 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 4,092 (year 2041), Design Load: HL 93, Features Intersected: POLAND RIVER, Facility Carried by Structure: NORTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.4 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: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Total Project Cost: $1,706,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 167, Location: 100 FT WEST OF RTE 72 (Lat: 41.689456, Lng: -73.002181), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 2,754 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 4,092 (year 2041), Design Load: HL 93, Features Intersected: POLAND RIVER, Facility Carried by Structure: NORTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.4 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: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Total Project Cost: $1,706,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 2468, Location: 1.9 MILE NORTH OF ROUTE 6 (Lat: 41.703714, Lng: -73.009242), Route carried "on" structure: State highway 72, Year Built: 1927, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,972 (year 2040), Design Load: H 15, Features Intersected: POLAND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.963, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 48.0 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: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2468, Location: 1.9 MILE NORTH OF ROUTE 6 (Lat: 41.703714, Lng: -73.009242), Route carried "on" structure: State highway 72, Year Built: 1927, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,972 (year 2040), Design Load: H 15, Features Intersected: POLAND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.963, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 48.0 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: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 405, Location: 0.5 MI EAST OF ROUTE 262 (Lat: 41.623517, Lng: -73.031844), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 4.92m (16.14ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,715 (year 2040), Design Load: HS 20, Features Intersected: PAN AM RAILROAD, Facility Carried by Structure: GREYSTONE ROAD #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than 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: Built-up
Structure Number: 405, Location: 0.5 MI EAST OF ROUTE 262 (Lat: 41.623517, Lng: -73.031844), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 4.92m (16.14ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,715 (year 2040), Design Load: HS 20, Features Intersected: PAN AM RAILROAD, Facility Carried by Structure: GREYSTONE ROAD #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than 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: Built-up
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Structure Number: 4428, Location: O/TODD HOLLOW& HANCOCK BK (Lat: 41.615636, Lng: -73.036197), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 12 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 18 (year 2037), Design Load: HS 20, Features Intersected: TODD-HOLLOW & HANCOCK, Facility Carried by Structure: GREYSTONE ROAD EXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 76.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4428, Location: O/TODD HOLLOW& HANCOCK BK (Lat: 41.615636, Lng: -73.036197), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 12 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 18 (year 2037), Design Load: HS 20, Features Intersected: TODD-HOLLOW & HANCOCK, Facility Carried by Structure: GREYSTONE ROAD EXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 76.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 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: 543, Location: 0.8 MILE WEST OF ROUTE 72 (Lat: 41.679875, Lng: -73.015228), Route carried "on" structure: US 6, Year Built: 1986, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 16,600 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 24,666 (year 2040), Design Load: HS 20, Features Intersected: PEQUABUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.797, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 543, Location: 0.8 MILE WEST OF ROUTE 72 (Lat: 41.679875, Lng: -73.015228), Route carried "on" structure: US 6, Year Built: 1986, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 16,600 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 24,666 (year 2040), Design Load: HS 20, Features Intersected: PEQUABUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.797, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 549, Location: 0.2 MILE WEST OF ROUTE 72 (Lat: 41.669625, Lng: -72.993928), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 2.57m (8.43ft), Average Daily Traffic: 2,700 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,012 (year 2040), Design Load: HS 20, Features Intersected: PEQUABUCK RIVER, Facility Carried by Structure: CANAL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 61.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 549, Location: 0.2 MILE WEST OF ROUTE 72 (Lat: 41.669625, Lng: -72.993928), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 2.57m (8.43ft), Average Daily Traffic: 2,700 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,012 (year 2040), Design Load: HS 20, Features Intersected: PEQUABUCK RIVER, Facility Carried by Structure: CANAL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 61.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5899, Location: 200' WEST OF BRISTOL T.L. (Lat: 41.699069, Lng: -72.996314), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 1990, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 513 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 762 (year 2041), Features Intersected: BRISTOL RESERVOIR SPL, Facility Carried by Structure: MARSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5899, Location: 200' WEST OF BRISTOL T.L. (Lat: 41.699069, Lng: -72.996314), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 1990, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 513 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 762 (year 2041), Features Intersected: BRISTOL RESERVOIR SPL, Facility Carried by Structure: MARSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5993, Location: 200 FEET N. OF S. MAIN ST (Lat: 41.645467, Lng: -73.010775), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.38m (4.53ft), Average Daily Traffic: 1,100 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,634 (year 2040), Design Load: HS 20, Features Intersected: PAN AM RAILROAD, Facility Carried by Structure: SOUTH EAGLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5993, Location: 200 FEET N. OF S. MAIN ST (Lat: 41.645467, Lng: -73.010775), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.38m (4.53ft), Average Daily Traffic: 1,100 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,634 (year 2040), Design Load: HS 20, Features Intersected: PAN AM RAILROAD, Facility Carried by Structure: SOUTH EAGLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6129, Location: 0.5 MI E OF HARWINTON AVE (Lat: 41.690175, Lng: -73.023392), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 510 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 758 (year 2037), Features Intersected: PEQUABUCK RIVER, Facility Carried by Structure: NAPCO DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Serious, Operating Rating: 38.9 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: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2021, Underwater Inspection Date: November 2021, Total Project Cost: $890,000 ( Estimate for 2015)
Structure Number: 6129, Location: 0.5 MI E OF HARWINTON AVE (Lat: 41.690175, Lng: -73.023392), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 510 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 758 (year 2037), Features Intersected: PEQUABUCK RIVER, Facility Carried by Structure: NAPCO DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Serious, Operating Rating: 38.9 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: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2021, Underwater Inspection Date: November 2021, Total Project Cost: $890,000 ( Estimate for 2015)
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Structure Number: 1108, Location: .2 MI NORTH OF BRISTOL TL (Lat: 41.672331, Lng: -72.992806), Route carried "under" structure: State highway 72, Year Built: 1928, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2017), Truck Traffic: 4%, Features Intersected: ROUTE 72, Facility Carried by Structure: PAN AM RAILROAD
Minimum Vertical Clearance: 4.22m (13.85ft), Kilometerpoint: 19.859, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
Structure Number: 1108, Location: .2 MI NORTH OF BRISTOL TL (Lat: 41.672331, Lng: -72.992806), Route carried "under" structure: State highway 72, Year Built: 1928, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2017), Truck Traffic: 4%, Features Intersected: ROUTE 72, Facility Carried by Structure: PAN AM RAILROAD
Minimum Vertical Clearance: 4.22m (13.85ft), Kilometerpoint: 19.859, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)