Bridge Statistics for Farmington, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 67Number of bridges
- 850ft / 259mTotal length
- $3,915,000Total costs
- 1,492,859Total average daily traffic
- 135,900Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Farmington
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 41930-1939
- 11940-1949
- 31950-1959
- 381960-1969
- 71970-1979
- 41980-1989
- 51990-1999
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 61980-1989
- 51990-1999
- 12000-2009
- Bridge Condition - Deck
- 37.5%Good
- 60.0%Satisfactory
- 2.5%Fair
- Bridge Condition - Superstructure
- 2.4%Very good
- 33.3%Good
- 52.4%Satisfactory
- 9.5%Fair
- 2.4%Poor
- Bridge Condition - Substructure
- 40.5%Good
- 52.4%Satisfactory
- 7.1%Fair
- Bridge Condition - Channel
- 25.0%Good
- 68.8%Satisfactory
- 6.3%Poor
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Structure Number: 35, Location: 0.3 MI S OF US ROUTE 1 (Lat: 41.056114, Lng: -73.516747), Route carried "on" structure: City street , Year Built: 1958, Year Reconstructed: 1999, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 2,346 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,486 (year 2041), Design Load: HS 20, Features Intersected: INTERSTATE 95, Facility Carried by Structure: MAHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.1 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: 41.5 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: December 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: 35, Location: 0.3 MI S OF US ROUTE 1 (Lat: 41.056114, Lng: -73.516747), Route carried "on" structure: City street , Year Built: 1958, Year Reconstructed: 1999, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 2,346 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,486 (year 2041), Design Load: HS 20, Features Intersected: INTERSTATE 95, Facility Carried by Structure: MAHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.1 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: 41.5 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: December 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: 349, Location: 1.1 MI S OF ROUTE 153 (Lat: 41.277883, Lng: -72.467564), Route carried "on" structure: US 1, Year Built: 1925, Year Reconstructed: 2004, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 7,400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 10,996 (year 2040), Design Load: HS 20, Features Intersected: PATCHOGUE RIVER
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 120.765, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.5 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: 30.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Open Grating
Structure Number: 349, Location: 1.1 MI S OF ROUTE 153 (Lat: 41.277883, Lng: -72.467564), Route carried "on" structure: US 1, Year Built: 1925, Year Reconstructed: 2004, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 7,400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 10,996 (year 2040), Design Load: HS 20, Features Intersected: PATCHOGUE RIVER
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 120.765, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.5 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: 30.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Open Grating
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Structure Number: 429, Location: INT OF RTE 4 & RIVER RD. (Lat: 41.764578, Lng: -72.896153), Route carried "on" structure: State highway 4, Year Built: 1958, Year Reconstructed: 1986, Status: Open, Structure Length: 15.47m (50.75ft), Average Daily Traffic: 12,300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 18,277 (year 2038), Design Load: HS 20, Features Intersected: FARMINGTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.364, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.6m (100.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 93.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2020, Underwater Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 429, Location: INT OF RTE 4 & RIVER RD. (Lat: 41.764578, Lng: -72.896153), Route carried "on" structure: State highway 4, Year Built: 1958, Year Reconstructed: 1986, Status: Open, Structure Length: 15.47m (50.75ft), Average Daily Traffic: 12,300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 18,277 (year 2038), Design Load: HS 20, Features Intersected: FARMINGTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.364, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.6m (100.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 93.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2020, Underwater Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 476, Location: 0.4 MILE EAST OF SR 552 (Lat: 41.708842, Lng: -72.841444), Route carried "on" structure: US 6, Year Built: 1933, Year Reconstructed: 1991, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 18,500 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 27,489 (year 2038), Design Load: H 20, Features Intersected: ROUTE 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.424, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 67.9 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 476, Location: 0.4 MILE EAST OF SR 552 (Lat: 41.708842, Lng: -72.841444), Route carried "on" structure: US 6, Year Built: 1933, Year Reconstructed: 1991, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 18,500 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 27,489 (year 2038), Design Load: H 20, Features Intersected: ROUTE 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.424, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 67.9 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 591, Location: AT EXIT 26 ROUTE 8 SB. (Lat: 41.487211, Lng: -73.051728), Route carried "on" structure: State highway 8, Year Built: 1960, Year Reconstructed: 1991, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 42,400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 63,002 (year 2038), Design Load: HS 20, Features Intersected: SR 709 SOUTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.797, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 36 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 30.1m (98.8ft), Out-to-Out Width: 32.0m (105.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 591, Location: AT EXIT 26 ROUTE 8 SB. (Lat: 41.487211, Lng: -73.051728), Route carried "on" structure: State highway 8, Year Built: 1960, Year Reconstructed: 1991, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 42,400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 63,002 (year 2038), Design Load: HS 20, Features Intersected: SR 709 SOUTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.797, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 36 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 30.1m (98.8ft), Out-to-Out Width: 32.0m (105.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 1487, Location: 0.2 MI S FROM ROUTE 4 JCT (Lat: 41.755939, Lng: -72.886794), Route carried "on" structure: State highway 177, Year Built: 1939, Year Reconstructed: 1989, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 16,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 24,517 (year 2038), Design Load: HS 20, Features Intersected: FARMINGTON RIVER
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 12.408, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 68.3m (224.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.3 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: 17.8 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: Meets minimum limits, 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Total Project Cost: $2,500,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1487, Location: 0.2 MI S FROM ROUTE 4 JCT (Lat: 41.755939, Lng: -72.886794), Route carried "on" structure: State highway 177, Year Built: 1939, Year Reconstructed: 1989, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 16,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 24,517 (year 2038), Design Load: HS 20, Features Intersected: FARMINGTON RIVER
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 12.408, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 68.3m (224.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.3 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: 17.8 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: Meets minimum limits, 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Total Project Cost: $2,500,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1951, Location: AT JCT ROUTE 167 (Lat: 41.756606, Lng: -72.882447), Route carried "on" structure: State highway 4, Year Built: 2015, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 18,900 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 28,084 (year 2038), Design Load: HL 93, Features Intersected: ROARING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.909, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1951, Location: AT JCT ROUTE 167 (Lat: 41.756606, Lng: -72.882447), Route carried "on" structure: State highway 4, Year Built: 2015, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 18,900 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 28,084 (year 2038), Design Load: HL 93, Features Intersected: ROARING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.909, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3324, Location: ADJACENT TO I-84 EXIT 37 (Lat: 41.706922, Lng: -72.802192), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 13,340 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 19,822 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE-84, Facility Carried by Structure: FIENEMANN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.327, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 3324, Location: ADJACENT TO I-84 EXIT 37 (Lat: 41.706922, Lng: -72.802192), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 13,340 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 19,822 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE-84, Facility Carried by Structure: FIENEMANN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.327, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 3482, Location: SOUTH OF FARMINGTON STACK (Lat: 41.723233, Lng: -72.771633), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 8.57m (28.12ft), Average Daily Traffic: 5,523 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 8,207 (year 2040), Design Load: HS 20, Features Intersected: ROUTE 9 SOUTHBOUND, Facility Carried by Structure: SOUTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.8m (107.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Other Special Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 3482, Location: SOUTH OF FARMINGTON STACK (Lat: 41.723233, Lng: -72.771633), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 8.57m (28.12ft), Average Daily Traffic: 5,523 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 8,207 (year 2040), Design Load: HS 20, Features Intersected: ROUTE 9 SOUTHBOUND, Facility Carried by Structure: SOUTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.8m (107.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Other Special Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 3483, Location: FARMINGTON @STACK (Lat: 41.727011, Lng: -72.772225), Route carried "on" structure: State highway 9, Year Built: 1969, Status: Not yet open, Structure Length: 6.71m (22.01ft), Design Load: HS 20, Features Intersected: INTERSTATE-84
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Structural Evaluation: Equal to 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3483, Location: FARMINGTON @STACK (Lat: 41.727011, Lng: -72.772225), Route carried "on" structure: State highway 9, Year Built: 1969, Status: Not yet open, Structure Length: 6.71m (22.01ft), Design Load: HS 20, Features Intersected: INTERSTATE-84
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Structural Evaluation: Equal to 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3484, Location: FARMINGTON STACK (Lat: 41.727019, Lng: -72.771953), Route carried "on" structure: State highway 9, Year Built: 1969, Status: Not yet open, Structure Length: 6.71m (22.01ft), Design Load: HS 20, Features Intersected: INTERSTATE-84
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 65.098, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3484, Location: FARMINGTON STACK (Lat: 41.727019, Lng: -72.771953), Route carried "on" structure: State highway 9, Year Built: 1969, Status: Not yet open, Structure Length: 6.71m (22.01ft), Design Load: HS 20, Features Intersected: INTERSTATE-84
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 65.098, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3485, Location: 0.2 MI W OF W.HARTFORD TL (Lat: 41.726953, Lng: -72.765217), Route carried "on" structure: Interstate 84, Year Built: 1969, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 52,500 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 78,010 (year 2038), Design Load: HS 20, Features Intersected: WOODRUFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.866, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.6 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: 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: 3485, Location: 0.2 MI W OF W.HARTFORD TL (Lat: 41.726953, Lng: -72.765217), Route carried "on" structure: Interstate 84, Year Built: 1969, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 52,500 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 78,010 (year 2038), Design Load: HS 20, Features Intersected: WOODRUFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.866, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.6 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: 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: 3486, Location: 0.2 MI W OF W.HARTFORD TL (Lat: 41.727183, Lng: -72.765236), Route carried "on" structure: Interstate 84, Year Built: 1969, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 51,700 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 76,821 (year 2038), Design Load: HS 20, Features Intersected: WOODRUFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.866, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 47.6 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: 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: 3486, Location: 0.2 MI W OF W.HARTFORD TL (Lat: 41.727183, Lng: -72.765236), Route carried "on" structure: Interstate 84, Year Built: 1969, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 51,700 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 76,821 (year 2038), Design Load: HS 20, Features Intersected: WOODRUFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.866, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 47.6 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: 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: 3487, Location: THIRD LEVEL-EXIT 39A (Lat: 41.727081, Lng: -72.772228), Route carried "on" structure: Ramp Interstate 84, Year Built: 1969, Status: Not yet open, Structure Length: 12.92m (42.39ft), Design Load: HS 20, Features Intersected: INTERSTATE-84, Facility Carried by Structure: VACANT RTE. 9 RAMP
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 64.840, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3487, Location: THIRD LEVEL-EXIT 39A (Lat: 41.727081, Lng: -72.772228), Route carried "on" structure: Ramp Interstate 84, Year Built: 1969, Status: Not yet open, Structure Length: 12.92m (42.39ft), Design Load: HS 20, Features Intersected: INTERSTATE-84, Facility Carried by Structure: VACANT RTE. 9 RAMP
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 64.840, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3488, Location: FARMINGTON STACK (Lat: 41.727061, Lng: -72.771836), Route carried "on" structure: Ramp Interstate 9, Year Built: 1969, Status: Open, Structure Length: 15.42m (50.59ft), Average Daily Traffic: 16,800 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 24,963 (year 2038), Design Load: HS 20, Features Intersected: INTERSTATE-84
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 65.388, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 3488, Location: FARMINGTON STACK (Lat: 41.727061, Lng: -72.771836), Route carried "on" structure: Ramp Interstate 9, Year Built: 1969, Status: Open, Structure Length: 15.42m (50.59ft), Average Daily Traffic: 16,800 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 24,963 (year 2038), Design Load: HS 20, Features Intersected: INTERSTATE-84
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 65.388, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 3489, Location: RTE 9 NB EXIT 31 TO 84 EB (Lat: 41.726728, Lng: -72.765217), Route carried "on" structure: Ramp Interstate 9, Year Built: 1966, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 15,400 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 22,883 (year 2038), Design Load: HS 20, Features Intersected: WOODRUFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.532, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.7 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: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, 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, Membrane: Built-up
Structure Number: 3489, Location: RTE 9 NB EXIT 31 TO 84 EB (Lat: 41.726728, Lng: -72.765217), Route carried "on" structure: Ramp Interstate 9, Year Built: 1966, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 15,400 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 22,883 (year 2038), Design Load: HS 20, Features Intersected: WOODRUFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.532, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.7 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: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, 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, Membrane: Built-up
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Structure Number: 349, Location: WB EXIT 39A TO RTE 9 SB (Lat: 41.727392, Lng: -72.765275), Route carried "on" structure: Ramp Interstate 84, Year Built: 1966, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 16,800 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 24,963 (year 2038), Design Load: HS 20, Features Intersected: WOODRUFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.969, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), 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: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 349, Location: WB EXIT 39A TO RTE 9 SB (Lat: 41.727392, Lng: -72.765275), Route carried "on" structure: Ramp Interstate 84, Year Built: 1966, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 16,800 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 24,963 (year 2038), Design Load: HS 20, Features Intersected: WOODRUFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.969, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), 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: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 3491, Location: SOUTH OF INTERSTATE-84 (Lat: 41.723253, Lng: -72.770703), Route carried "on" structure: Ramp State highway 9, Year Built: 1969, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 28,300 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 42,051 (year 2039), Design Load: HS 20, Features Intersected: SOUTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.824, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum 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: 3491, Location: SOUTH OF INTERSTATE-84 (Lat: 41.723253, Lng: -72.770703), Route carried "on" structure: Ramp State highway 9, Year Built: 1969, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 28,300 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 42,051 (year 2039), Design Load: HS 20, Features Intersected: SOUTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.824, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum 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: 3492, Location: FOURTH LEVEL-EXIT 39A (Lat: 41.726886, Lng: -72.771728), Route carried "on" structure: Ramp State highway 9, Year Built: 1970, Status: Not yet open, Structure Length: 21.31m (69.91ft), Design Load: HS 20, Features Intersected: I-84, I-84 TR 820,SR 506
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3492, Location: FOURTH LEVEL-EXIT 39A (Lat: 41.726886, Lng: -72.771728), Route carried "on" structure: Ramp State highway 9, Year Built: 1970, Status: Not yet open, Structure Length: 21.31m (69.91ft), Design Load: HS 20, Features Intersected: I-84, I-84 TR 820,SR 506
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3493, Location: ROUTE 9 RAMP TO WB I-84 (Lat: 41.727003, Lng: -72.772183), Route carried "on" structure: Ramp State highway 9, Year Built: 1969, Status: Open, Structure Length: 20.54m (67.39ft), Average Daily Traffic: 10,100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 15,008 (year 2038), Design Load: HS 20, Features Intersected: INTERSTATE-84 & RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 3493, Location: ROUTE 9 RAMP TO WB I-84 (Lat: 41.727003, Lng: -72.772183), Route carried "on" structure: Ramp State highway 9, Year Built: 1969, Status: Open, Structure Length: 20.54m (67.39ft), Average Daily Traffic: 10,100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 15,008 (year 2038), Design Load: HS 20, Features Intersected: INTERSTATE-84 & RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 3494, Location: 2 MI WEST W. HARTFORD TL. (Lat: 41.718258, Lng: -72.796514), Route carried "on" structure: Interstate 84, Year Built: 1969, Status: Open, Structure Length: 10.14m (33.27ft), Average Daily Traffic: 46,400 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 68,946 (year 2038), Design Load: HS 20, Features Intersected: US RTE 6 EB & SR 531 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.969, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.1m (98.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 3494, Location: 2 MI WEST W. HARTFORD TL. (Lat: 41.718258, Lng: -72.796514), Route carried "on" structure: Interstate 84, Year Built: 1969, Status: Open, Structure Length: 10.14m (33.27ft), Average Daily Traffic: 46,400 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 68,946 (year 2038), Design Load: HS 20, Features Intersected: US RTE 6 EB & SR 531 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.969, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.1m (98.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 3495, Location: AT EXIT 38 (Lat: 41.718967, Lng: -72.795225), Route carried "on" structure: Interstate 84, Year Built: 1969, Status: Open, Structure Length: 14.83m (48.65ft), Average Daily Traffic: 43,500 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 64,637 (year 2038), Design Load: HS 20, Features Intersected: US RTE 6 EB & SR 531 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 87.049, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 7 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 46.8m (153.5ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3495, Location: AT EXIT 38 (Lat: 41.718967, Lng: -72.795225), Route carried "on" structure: Interstate 84, Year Built: 1969, Status: Open, Structure Length: 14.83m (48.65ft), Average Daily Traffic: 43,500 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 64,637 (year 2038), Design Load: HS 20, Features Intersected: US RTE 6 EB & SR 531 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 87.049, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 7 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 46.8m (153.5ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3496, Location: 1.73 MI WEST W.HTFD TL (Lat: 41.721114, Lng: -72.794364), Route carried "on" structure: Interstate 84, Year Built: 1969, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 44,950 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 66,791 (year 2038), Design Load: HS 20, Features Intersected: I-84 TR 818
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.946, Lanes on structure: 4, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.6m (77.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present 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, Membrane: Built-up
Structure Number: 3496, Location: 1.73 MI WEST W.HTFD TL (Lat: 41.721114, Lng: -72.794364), Route carried "on" structure: Interstate 84, Year Built: 1969, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 44,950 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 66,791 (year 2038), Design Load: HS 20, Features Intersected: I-84 TR 818
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.946, Lanes on structure: 4, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.6m (77.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present 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, Membrane: Built-up
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Structure Number: 3497, Location: 1.61 MI WEST W.HTFD TL (Lat: 41.722322, Lng: -72.792703), Route carried "on" structure: Interstate 84, Year Built: 1969, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 42,750 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 63,522 (year 2038), Design Load: HS 20, Features Intersected: SR 508
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 87.516, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 38.9 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3497, Location: 1.61 MI WEST W.HTFD TL (Lat: 41.722322, Lng: -72.792703), Route carried "on" structure: Interstate 84, Year Built: 1969, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 42,750 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 63,522 (year 2038), Design Load: HS 20, Features Intersected: SR 508
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 87.516, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 38.9 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3498, Location: EAST OF I-84 EXIT 39 (Lat: 41.723208, Lng: -72.789658), Route carried "on" structure: State highway 531, Year Built: 1969, Status: Open, Structure Length: 10.82m (35.50ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 14,859 (year 2038), Design Load: HS 20, Features Intersected: I-84 & SR 508
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 53.3m (174.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 37.9 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: 29.2 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3498, Location: EAST OF I-84 EXIT 39 (Lat: 41.723208, Lng: -72.789658), Route carried "on" structure: State highway 531, Year Built: 1969, Status: Open, Structure Length: 10.82m (35.50ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 14,859 (year 2038), Design Load: HS 20, Features Intersected: I-84 & SR 508
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 53.3m (174.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 37.9 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: 29.2 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3499, Location: ROUTE 4 RAMP TO I-84 WB (Lat: 41.719675, Lng: -72.795986), Route carried "on" structure: Ramp Interstate 84, Year Built: 1969, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 7,751 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 11,517 (year 2041), Design Load: HS 20, Features Intersected: INTERSTATE 84 RAMP 207
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 98.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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: 3499, Location: ROUTE 4 RAMP TO I-84 WB (Lat: 41.719675, Lng: -72.795986), Route carried "on" structure: Ramp Interstate 84, Year Built: 1969, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 7,751 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 11,517 (year 2041), Design Load: HS 20, Features Intersected: INTERSTATE 84 RAMP 207
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 98.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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: 35, Location: I-84 EB EXIT 39 OFF RAMP (Lat: 41.722767, Lng: -72.795339), Route carried "on" structure: Ramp Interstate 84, Year Built: 1969, Year Reconstructed: 1990, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 5,700 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 8,470 (year 2038), Design Load: HS 20, Features Intersected: SR 508 EASTBOUND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 99.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 35, Location: I-84 EB EXIT 39 OFF RAMP (Lat: 41.722767, Lng: -72.795339), Route carried "on" structure: Ramp Interstate 84, Year Built: 1969, Year Reconstructed: 1990, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 5,700 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 8,470 (year 2038), Design Load: HS 20, Features Intersected: SR 508 EASTBOUND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 99.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 3759, Location: ADJ TO JUNC ROUTE 4+84 (Lat: 41.723722, Lng: -72.804378), Route carried "on" structure: State highway 508, Year Built: 1972, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 36,700 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 54,533 (year 2038), Design Load: HS 20, Features Intersected: SR 549 (BIRDSEYE ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 31.9m (104.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3759, Location: ADJ TO JUNC ROUTE 4+84 (Lat: 41.723722, Lng: -72.804378), Route carried "on" structure: State highway 508, Year Built: 1972, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 36,700 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 54,533 (year 2038), Design Load: HS 20, Features Intersected: SR 549 (BIRDSEYE ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 31.9m (104.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 376, Location: 0.5 MI W OF I-84 (Lat: 41.723689, Lng: -72.800417), Route carried "on" structure: State highway 508, Year Built: 1972, Status: Open, Structure Length: 3.48m (11.42ft), Average Daily Traffic: 36,700 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 54,533 (year 2038), Design Load: HS 20, Features Intersected: PATRICK FLOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.5m (93.5ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 28.5m (93.5ft), Out-to-Out Width: 32.5m (106.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 376, Location: 0.5 MI W OF I-84 (Lat: 41.723689, Lng: -72.800417), Route carried "on" structure: State highway 508, Year Built: 1972, Status: Open, Structure Length: 3.48m (11.42ft), Average Daily Traffic: 36,700 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 54,533 (year 2038), Design Load: HS 20, Features Intersected: PATRICK FLOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.5m (93.5ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 28.5m (93.5ft), Out-to-Out Width: 32.5m (106.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 4507, Location: 30' WEST FROM JCT RTE 167 (Lat: 41.757550, Lng: -72.881611), Route carried "on" structure: City street , Year Built: 1966, Year Reconstructed: 2004, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 394 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 585 (year 2040), Design Load: HL 93, Features Intersected: ROARING BROOK, Facility Carried by Structure: COTTAGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.0 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: 27.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4507, Location: 30' WEST FROM JCT RTE 167 (Lat: 41.757550, Lng: -72.881611), Route carried "on" structure: City street , Year Built: 1966, Year Reconstructed: 2004, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 394 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 585 (year 2040), Design Load: HL 93, Features Intersected: ROARING BROOK, Facility Carried by Structure: COTTAGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.0 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: 27.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 5282, Location: 1/4 MI WEST OF RTE 10 (Lat: 41.716931, Lng: -72.840947), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 9,418 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 13,994 (year 2040), Features Intersected: PEQUABUCK RIVER, Facility Carried by Structure: MEADOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Superstructure: Satisfactory, Substructure: Good, 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2020, Underwater Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5282, Location: 1/4 MI WEST OF RTE 10 (Lat: 41.716931, Lng: -72.840947), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 9,418 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 13,994 (year 2040), Features Intersected: PEQUABUCK RIVER, Facility Carried by Structure: MEADOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Superstructure: Satisfactory, Substructure: Good, 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2020, Underwater Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5859, Location: 185 FEET NORTH OF ROUTE 6 (Lat: 41.707233, Lng: -72.879869), Route carried "on" structure: State highway 177, Year Built: 1989, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 20,400 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 30,312 (year 2038), Design Load: HS 20, Features Intersected: SCOTT SWAMP BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.727, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5859, Location: 185 FEET NORTH OF ROUTE 6 (Lat: 41.707233, Lng: -72.879869), Route carried "on" structure: State highway 177, Year Built: 1989, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 20,400 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 30,312 (year 2038), Design Load: HS 20, Features Intersected: SCOTT SWAMP BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.727, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, 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: 5908, Location: 0.2 MI N OF ROUTE 15 (Lat: 41.494122, Lng: -72.809483), Route carried "on" structure: US 5, Year Built: 1989, Year Reconstructed: 2007, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 26,400 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 39,228 (year 2036), Design Load: HS 20, Features Intersected: MEETING HOUSE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.772, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.7m (71.2ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 94.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5908, Location: 0.2 MI N OF ROUTE 15 (Lat: 41.494122, Lng: -72.809483), Route carried "on" structure: US 5, Year Built: 1989, Year Reconstructed: 2007, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 26,400 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 39,228 (year 2036), Design Load: HS 20, Features Intersected: MEETING HOUSE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.772, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.7m (71.2ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 94.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5909, Location: DANBURY MALL TO US 7 NB (Lat: 41.377381, Lng: -73.473958), Route carried "on" structure: Ramp US 7, Year Built: 1986, Status: Open, Structure Length: 12.98m (42.59ft), Average Daily Traffic: 8,800 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 13,076 (year 2038), Design Load: HS 20, Features Intersected: US 7 SB &SUGAR HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.780, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 64.0m (210.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.5 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5909, Location: DANBURY MALL TO US 7 NB (Lat: 41.377381, Lng: -73.473958), Route carried "on" structure: Ramp US 7, Year Built: 1986, Status: Open, Structure Length: 12.98m (42.59ft), Average Daily Traffic: 8,800 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 13,076 (year 2038), Design Load: HS 20, Features Intersected: US 7 SB &SUGAR HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.780, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 64.0m (210.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.5 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5911, Location: 1.8 MI N OF ROUTE 80 (Lat: 41.375803, Lng: -72.711397), Route carried "on" structure: State highway 77, Year Built: 1990, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,500 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 5,201 (year 2039), Features Intersected: MENUNKATUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.668, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 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: 5911, Location: 1.8 MI N OF ROUTE 80 (Lat: 41.375803, Lng: -72.711397), Route carried "on" structure: State highway 77, Year Built: 1990, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,500 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 5,201 (year 2039), Features Intersected: MENUNKATUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.668, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 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: 5914, Location: 0.3 MILE NORTH OF RTE 194 (Lat: 41.861889, Lng: -72.603575), Route carried "on" structure: US 5, Year Built: 1941, Year Reconstructed: 1986, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 19,100 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 28,381 (year 2036), Design Load: HS 20, Features Intersected: SCANTIC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.832, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 5914, Location: 0.3 MILE NORTH OF RTE 194 (Lat: 41.861889, Lng: -72.603575), Route carried "on" structure: US 5, Year Built: 1941, Year Reconstructed: 1986, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 19,100 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 28,381 (year 2036), Design Load: HS 20, Features Intersected: SCANTIC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.832, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 5915, Location: 0.3 MI N OF ROUTE 243 (Lat: 41.333578, Lng: -73.025958), Route carried "on" structure: State highway 114, Year Built: 1936, Year Reconstructed: 1990, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 7,200 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 10,698 (year 2035), Design Load: HS 20, Features Intersected: WEPAWAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.660, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5915, Location: 0.3 MI N OF ROUTE 243 (Lat: 41.333578, Lng: -73.025958), Route carried "on" structure: State highway 114, Year Built: 1936, Year Reconstructed: 1990, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 7,200 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 10,698 (year 2035), Design Load: HS 20, Features Intersected: WEPAWAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.660, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 5916, Location: 300' WEST OF RTE 4 (Lat: 41.778836, Lng: -72.937317), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 1,297 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,927 (year 2041), Design Load: HL 93, Features Intersected: BURLINGTON BROOK, Facility Carried by Structure: VINEYARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.7m (51.5ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: 45.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Total Project Cost: $1,415,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5916, Location: 300' WEST OF RTE 4 (Lat: 41.778836, Lng: -72.937317), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 1,297 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,927 (year 2041), Design Load: HL 93, Features Intersected: BURLINGTON BROOK, Facility Carried by Structure: VINEYARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.7m (51.5ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: 45.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Total Project Cost: $1,415,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5918, Location: 100' EAST OF LATHROP ROAD (Lat: 41.663986, Lng: -71.912286), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 572 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 850 (year 2040), Features Intersected: LATHROP BROOK, Facility Carried by Structure: PRATT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 33.5m (109.9ft)
Condition: Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 5918, Location: 100' EAST OF LATHROP ROAD (Lat: 41.663986, Lng: -71.912286), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 572 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 850 (year 2040), Features Intersected: LATHROP BROOK, Facility Carried by Structure: PRATT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 33.5m (109.9ft)
Condition: Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 6005, Location: .2 MILE WEST OF ROUTE 169 (Lat: 41.770789, Lng: -71.958981), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,162 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,727 (year 2039), Design Load: HS 20, Features Intersected: BLACKWELL BROOK, Facility Carried by Structure: MASON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.362, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 6005, Location: .2 MILE WEST OF ROUTE 169 (Lat: 41.770789, Lng: -71.958981), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,162 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,727 (year 2039), Design Load: HS 20, Features Intersected: BLACKWELL BROOK, Facility Carried by Structure: MASON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.362, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other