Bridge Statistics for Marlborough, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 190ft / 57.7mTotal length
- $13,695,000Total costs
- 459,139Total average daily traffic
- 42,241Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Marlborough
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 21920-1929
- 31950-1959
- 151960-1969
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 31980-1989
- 11990-1999
- Bridge Condition - Deck
- 14.3%Very good
- 14.3%Good
- 64.3%Satisfactory
- 7.1%Fair
- Bridge Condition - Superstructure
- 13.3%Very good
- 13.3%Good
- 40.0%Satisfactory
- 20.0%Fair
- 6.7%Poor
- 6.7%Serious
- Bridge Condition - Substructure
- 13.3%Very good
- 20.0%Good
- 60.0%Satisfactory
- 6.7%Fair
- Bridge Condition - Channel
- 9.1%Very good
- 36.4%Good
- 45.5%Satisfactory
- 9.1%Fair
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Fair
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Structure Number: 138, Location: INTERSTATE-95 EXIT NO. 35 (Lat: 41.212986, Lng: -73.088267), Route carried "on" structure: Interstate 95, Year Built: 1957, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 107,300 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 159,437 (year 2037), Design Load: H 20, Features Intersected: SCHOOL HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.695, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 38.9m (127.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 138, Location: INTERSTATE-95 EXIT NO. 35 (Lat: 41.212986, Lng: -73.088267), Route carried "on" structure: Interstate 95, Year Built: 1957, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 107,300 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 159,437 (year 2037), Design Load: H 20, Features Intersected: SCHOOL HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.695, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 38.9m (127.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 346, Location: 1.6 MI S OF ROUTE 79 (Lat: 41.278358, Lng: -72.627389), Route carried "on" structure: US 1, Year Built: 1914, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 10,200 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 15,156 (year 2036), Features Intersected: NECK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.603, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: April 2020
Structure Number: 346, Location: 1.6 MI S OF ROUTE 79 (Lat: 41.278358, Lng: -72.627389), Route carried "on" structure: US 1, Year Built: 1914, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 10,200 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 15,156 (year 2036), Features Intersected: NECK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.603, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: April 2020
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Structure Number: 391, Location: 0.7 MI W OF COLCHESTER TL (Lat: 41.602147, Lng: -72.419689), Route carried "on" structure: State highway 2, Year Built: 1959, Year Reconstructed: 1993, Status: Open, Structure Length: 2.36m (7.74ft), Average Daily Traffic: 17,800 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 26,449 (year 2038), Design Load: H 20, Features Intersected: BLACKLEDGE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.821, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 13 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: 14.0m (45.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.4 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: 42.8 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, 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: Built-up
Structure Number: 391, Location: 0.7 MI W OF COLCHESTER TL (Lat: 41.602147, Lng: -72.419689), Route carried "on" structure: State highway 2, Year Built: 1959, Year Reconstructed: 1993, Status: Open, Structure Length: 2.36m (7.74ft), Average Daily Traffic: 17,800 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 26,449 (year 2038), Design Load: H 20, Features Intersected: BLACKLEDGE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.821, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 13 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: 14.0m (45.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.4 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: 42.8 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, 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: Built-up
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Structure Number: 559, Location: 0.10 MI SOUTH OF ROUTE 45 (Lat: 41.802808, Lng: -73.385958), Route carried "on" structure: US 7, Year Built: 1924, Year Reconstructed: 1996, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,120 (year 2038), Design Load: HS 20, Features Intersected: GUNN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 94.002, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 559, Location: 0.10 MI SOUTH OF ROUTE 45 (Lat: 41.802808, Lng: -73.385958), Route carried "on" structure: US 7, Year Built: 1924, Year Reconstructed: 1996, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,120 (year 2038), Design Load: HS 20, Features Intersected: GUNN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 94.002, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 1708, Location: 2 MILES WEST OF ROUTE 66 (Lat: 41.633333, Lng: -72.485556), Route carried "on" structure: State highway 2, Year Built: 1964, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 20,400 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 30,312 (year 2038), Design Load: HS 20, Features Intersected: WEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.839, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 83.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Total Project Cost: $4,350,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1708, Location: 2 MILES WEST OF ROUTE 66 (Lat: 41.633333, Lng: -72.485556), Route carried "on" structure: State highway 2, Year Built: 1964, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 20,400 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 30,312 (year 2038), Design Load: HS 20, Features Intersected: WEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.839, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 83.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Total Project Cost: $4,350,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1709, Location: .3 MI EAST OF WEST RD (Lat: 41.649558, Lng: -72.480781), Route carried "on" structure: State highway 2, Year Built: 1964, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 42,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 62,408 (year 2038), Design Load: HS 20, Features Intersected: DICKERSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.241, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 47.2m (154.9ft), 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: 81.0 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: 62.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 1709, Location: .3 MI EAST OF WEST RD (Lat: 41.649558, Lng: -72.480781), Route carried "on" structure: State highway 2, Year Built: 1964, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 42,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 62,408 (year 2038), Design Load: HS 20, Features Intersected: DICKERSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.241, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 47.2m (154.9ft), 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: 81.0 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: 62.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 171, Location: .9 MI WEST OF ROUTE 66 (Lat: 41.645392, Lng: -72.468208), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 379 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 563 (year 2040), Design Load: HS 20, Features Intersected: ROUTE 2, Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.384, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 37.3 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: 28.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 171, Location: .9 MI WEST OF ROUTE 66 (Lat: 41.645392, Lng: -72.468208), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 379 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 563 (year 2040), Design Load: HS 20, Features Intersected: ROUTE 2, Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.384, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 37.3 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: 28.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1711, Location: 0.26 MI WEST OF OP RT 66 (Lat: 41.638103, Lng: -72.460861), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 11.01m (36.12ft), Average Daily Traffic: 1,850 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,749 (year 2040), Design Load: HS 20, Features Intersected: ROUTE 2, Facility Carried by Structure: JONES HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 41.2m (135.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1711, Location: 0.26 MI WEST OF OP RT 66 (Lat: 41.638103, Lng: -72.460861), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 11.01m (36.12ft), Average Daily Traffic: 1,850 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,749 (year 2040), Design Load: HS 20, Features Intersected: ROUTE 2, Facility Carried by Structure: JONES HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 41.2m (135.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1712, Location: 2.29 MI WEST HEBRON TL (Lat: 41.634708, Lng: -72.458375), Route carried "on" structure: State highway 66, Year Built: 1964, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 16,345 (year 2038), Design Load: HS 20, Features Intersected: ROUTE 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.185, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.4m (109.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1712, Location: 2.29 MI WEST HEBRON TL (Lat: 41.634708, Lng: -72.458375), Route carried "on" structure: State highway 66, Year Built: 1964, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 16,345 (year 2038), Design Load: HS 20, Features Intersected: ROUTE 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.185, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.4m (109.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1713, Location: .3 MI WEST OF SO MAIN ST (Lat: 41.614147, Lng: -72.434367), Route carried "on" structure: State highway 2, Year Built: 1964, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 17,300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 25,706 (year 2038), Features Intersected: LYMANS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.954, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 1713, Location: .3 MI WEST OF SO MAIN ST (Lat: 41.614147, Lng: -72.434367), Route carried "on" structure: State highway 2, Year Built: 1964, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 17,300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 25,706 (year 2038), Features Intersected: LYMANS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.954, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 3279, Location: 0.4 MI E OF O PASS RT 66 (Lat: 41.630603, Lng: -72.451739), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 7.94m (26.05ft), Average Daily Traffic: 585 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 869 (year 2039), Design Load: HS 20, Features Intersected: ROUTE 2, Facility Carried by Structure: JOHNSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.556, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.9m (127.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.9 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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: Built-up
Structure Number: 3279, Location: 0.4 MI E OF O PASS RT 66 (Lat: 41.630603, Lng: -72.451739), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 7.94m (26.05ft), Average Daily Traffic: 585 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 869 (year 2039), Design Load: HS 20, Features Intersected: ROUTE 2, Facility Carried by Structure: JOHNSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.556, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.9m (127.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.9 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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: Built-up
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Structure Number: 3374, Location: 2 MILES WEST OF ROUTE 66 (Lat: 41.650003, Lng: -72.485203), Route carried "on" structure: State highway 2, Year Built: 1966, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 21,600 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 32,095 (year 2038), Design Load: HL 93, Features Intersected: WEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.855, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Satisfactory, Operating Rating: 32.7 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: 25.3 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: High priority of corrective action, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: September 2021, Total Project Cost: $4,350,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3374, Location: 2 MILES WEST OF ROUTE 66 (Lat: 41.650003, Lng: -72.485203), Route carried "on" structure: State highway 2, Year Built: 1966, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 21,600 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 32,095 (year 2038), Design Load: HL 93, Features Intersected: WEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.855, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Satisfactory, Operating Rating: 32.7 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: 25.3 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: High priority of corrective action, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: September 2021, Total Project Cost: $4,350,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 346, Location: 0.68 M W COLCHESTER TL (Lat: 41.601964, Lng: -72.419883), Route carried "on" structure: State highway 2, Year Built: 1968, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 17,900 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 26,598 (year 2038), Design Load: HS 20, Features Intersected: BLACKLEDGE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.837, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 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 or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 60.6 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: 46.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 346, Location: 0.68 M W COLCHESTER TL (Lat: 41.601964, Lng: -72.419883), Route carried "on" structure: State highway 2, Year Built: 1968, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 17,900 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 26,598 (year 2038), Design Load: HS 20, Features Intersected: BLACKLEDGE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.837, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 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 or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 60.6 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: 46.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 445, Location: 3.6 MILES NORTH OF RTE 66 (Lat: 41.675000, Lng: -72.463333), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,305 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,939 (year 2041), Design Load: HL 93, Features Intersected: BLACKLEDGE RIVER, Facility Carried by Structure: JONES HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 81.0 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: 62.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Total Project Cost: $2,700,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Other
Structure Number: 445, Location: 3.6 MILES NORTH OF RTE 66 (Lat: 41.675000, Lng: -72.463333), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,305 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,939 (year 2041), Design Load: HL 93, Features Intersected: BLACKLEDGE RIVER, Facility Carried by Structure: JONES HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 81.0 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: 62.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Total Project Cost: $2,700,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Other
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Structure Number: 4735, Location: 1.3 MILES EAST OF RTE 66 (Lat: 41.607097, Lng: -72.469100), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 196 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 291 (year 2041), Features Intersected: DICKINSON CREEK, Facility Carried by Structure: FLOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: May 2021
Structure Number: 4735, Location: 1.3 MILES EAST OF RTE 66 (Lat: 41.607097, Lng: -72.469100), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 196 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 291 (year 2041), Features Intersected: DICKINSON CREEK, Facility Carried by Structure: FLOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: May 2021
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Structure Number: 559, Location: .25MI S OF EXIT 15 RT 2WB (Lat: 41.606803, Lng: -72.426025), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1986, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 785 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,166 (year 2041), Features Intersected: BLACKLEDGE RIVER, Facility Carried by Structure: SOUTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.290, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 559, Location: .25MI S OF EXIT 15 RT 2WB (Lat: 41.606803, Lng: -72.426025), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1986, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 785 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,166 (year 2041), Features Intersected: BLACKLEDGE RIVER, Facility Carried by Structure: SOUTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.290, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5602, Location: .1MI EAST OF JONES HOLLOW (Lat: 41.669378, Lng: -72.461758), Route carried "on" structure: City street , Year Built: 1968, Year Reconstructed: 1986, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,154 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 1,715 (year 2041), Design Load: HS 20, Features Intersected: BLACKLEDGE RIVER, Facility Carried by Structure: WEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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 or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5602, Location: .1MI EAST OF JONES HOLLOW (Lat: 41.669378, Lng: -72.461758), Route carried "on" structure: City street , Year Built: 1968, Year Reconstructed: 1986, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,154 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 1,715 (year 2041), Design Load: HS 20, Features Intersected: BLACKLEDGE RIVER, Facility Carried by Structure: WEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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 or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 565, Location: .75 MI. S OF RT 2WB EX15 (Lat: 41.604686, Lng: -72.418675), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 785 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,166 (year 2041), Design Load: HL 93, Features Intersected: FAWN BROOK, Facility Carried by Structure: SO MAIN STREET #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 64.2 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: 49.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Total Project Cost: $2,295,000 ( Estimate for 2016), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 565, Location: .75 MI. S OF RT 2WB EX15 (Lat: 41.604686, Lng: -72.418675), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 785 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,166 (year 2041), Design Load: HL 93, Features Intersected: FAWN BROOK, Facility Carried by Structure: SO MAIN STREET #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 64.2 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: 49.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Total Project Cost: $2,295,000 ( Estimate for 2016), 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: 171, Location: .9 MI WEST OF ROUTE 66 (Lat: 41.645392, Lng: -72.468208), Route carried "under" structure: State highway 2, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 41,400 (year 2015), Truck Traffic: 14%, Features Intersected: ROUTE 2, Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 23.384, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.5m (123.0ft)
Structure Number: 171, Location: .9 MI WEST OF ROUTE 66 (Lat: 41.645392, Lng: -72.468208), Route carried "under" structure: State highway 2, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 41,400 (year 2015), Truck Traffic: 14%, Features Intersected: ROUTE 2, Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 23.384, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.5m (123.0ft)
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Structure Number: 1711, Location: 0.26 MI WEST OF OP RT 66 (Lat: 41.638103, Lng: -72.460861), Route carried "under" structure: State highway 2, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 42,000 (year 2018), Truck Traffic: 8%, Features Intersected: ROUTE 2, Facility Carried by Structure: JONES HOLLOW ROAD
Minimum Vertical Clearance: 7.14m (23.43ft), Kilometerpoint: 24.430, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.2m (135.2ft)
Structure Number: 1711, Location: 0.26 MI WEST OF OP RT 66 (Lat: 41.638103, Lng: -72.460861), Route carried "under" structure: State highway 2, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 42,000 (year 2018), Truck Traffic: 8%, Features Intersected: ROUTE 2, Facility Carried by Structure: JONES HOLLOW ROAD
Minimum Vertical Clearance: 7.14m (23.43ft), Kilometerpoint: 24.430, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.2m (135.2ft)
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Structure Number: 1712, Location: 2.29 MI WEST HEBRON TL (Lat: 41.634708, Lng: -72.458375), Route carried "under" structure: State highway 2, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 31,500 (year 2018), Truck Traffic: 7%, Features Intersected: ROUTE 2, Facility Carried by Structure: ROUTE 66
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 24.848, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.4m (109.6ft)
Structure Number: 1712, Location: 2.29 MI WEST HEBRON TL (Lat: 41.634708, Lng: -72.458375), Route carried "under" structure: State highway 2, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 31,500 (year 2018), Truck Traffic: 7%, Features Intersected: ROUTE 2, Facility Carried by Structure: ROUTE 66
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 24.848, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.4m (109.6ft)
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Structure Number: 3279, Location: 0.4 MI E OF O PASS RT 66 (Lat: 41.630603, Lng: -72.451739), Route carried "under" structure: State highway 2, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 34,800 (year 2018), Truck Traffic: 7%, Features Intersected: ROUTE 2, Facility Carried by Structure: JOHNSON ROAD
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 25.556, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.9m (127.6ft)
Structure Number: 3279, Location: 0.4 MI E OF O PASS RT 66 (Lat: 41.630603, Lng: -72.451739), Route carried "under" structure: State highway 2, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 34,800 (year 2018), Truck Traffic: 7%, Features Intersected: ROUTE 2, Facility Carried by Structure: JOHNSON ROAD
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 25.556, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.9m (127.6ft)
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Structure Number: 328, Location: AT EXIT 15 (Lat: 41.610097, Lng: -72.432897), Route carried "under" structure: State highway 2, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 34,800 (year 2018), Truck Traffic: 7%, Features Intersected: ROUTE 2, Facility Carried by Structure: SO MAIN STREET #1
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 28.421, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft)
Structure Number: 328, Location: AT EXIT 15 (Lat: 41.610097, Lng: -72.432897), Route carried "under" structure: State highway 2, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 34,800 (year 2018), Truck Traffic: 7%, Features Intersected: ROUTE 2, Facility Carried by Structure: SO MAIN STREET #1
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 28.421, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft)