Bridge Statistics for Middletown, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11900-1909
- 11920-1929
- 71930-1939
- 21940-1949
- 261950-1959
- 81960-1969
- 41970-1979
- 51980-1989
- 42000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 71980-1989
- 111990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 5.3%Very good
- 47.4%Good
- 34.2%Satisfactory
- 13.2%Fair
- Bridge Condition - Superstructure
- 10.3%Very good
- 23.1%Good
- 46.2%Satisfactory
- 17.9%Fair
- 2.6%Poor
- Bridge Condition - Substructure
- 2.6%Very good
- 28.2%Good
- 53.8%Satisfactory
- 12.8%Fair
- 2.6%Poor
- Bridge Condition - Channel
- 32.1%Good
- 53.6%Satisfactory
- 10.7%Fair
- 3.6%Poor
- Bridge Condition - Culverts
- 30.0%Good
- 50.0%Satisfactory
- 10.0%Fair
- 10.0%Poor
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Structure Number: 627, Location: ROUTE 9 AT EXIT 10 (Lat: 41.512450, Lng: -72.597717), Route carried "on" structure: State highway 9, Year Built: 1959, Year Reconstructed: 2000, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 16,950 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 25,186 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 9 RAMPS 31 & 32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.253, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 88.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 627, Location: ROUTE 9 AT EXIT 10 (Lat: 41.512450, Lng: -72.597717), Route carried "on" structure: State highway 9, Year Built: 1959, Year Reconstructed: 2000, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 16,950 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 25,186 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 9 RAMPS 31 & 32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.253, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 88.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 629, Location: 2.49 MI NO OF HADDAM TL (Lat: 41.534472, Lng: -72.618392), Route carried "on" structure: State highway 9, Year Built: 1959, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 21,450 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 31,873 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 155
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.295, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 629, Location: 2.49 MI NO OF HADDAM TL (Lat: 41.534472, Lng: -72.618392), Route carried "on" structure: State highway 9, Year Built: 1959, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 21,450 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 31,873 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 155
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.295, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 63, Location: 2.50 MI NO OF HADDAM TL (Lat: 41.534408, Lng: -72.618678), Route carried "on" structure: State highway 9, Year Built: 1959, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 21,450 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 31,873 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 155
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.295, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.2 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: 31.1 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 63, Location: 2.50 MI NO OF HADDAM TL (Lat: 41.534408, Lng: -72.618678), Route carried "on" structure: State highway 9, Year Built: 1959, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 21,450 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 31,873 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 155
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.295, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.2 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: 31.1 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 631, Location: 3.25MI NORTH OF HADDAM TL (Lat: 41.542936, Lng: -72.627222), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 12.13m (39.80ft), Average Daily Traffic: 10,375 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 15,416 (year 2041), Design Load: HS 20, Features Intersected: ROUTE 9, Facility Carried by Structure: SAYBROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.7m (117.1ft), 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: Satisfactory, Substructure: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum 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
Structure Number: 631, Location: 3.25MI NORTH OF HADDAM TL (Lat: 41.542936, Lng: -72.627222), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 12.13m (39.80ft), Average Daily Traffic: 10,375 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 15,416 (year 2041), Design Load: HS 20, Features Intersected: ROUTE 9, Facility Carried by Structure: SAYBROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.7m (117.1ft), 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: Satisfactory, Substructure: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum 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
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Structure Number: 632, Location: 1.9 MI SOUTH OF ROUTE 66 (Lat: 41.547194, Lng: -72.630642), Route carried "on" structure: City street , Year Built: 1958, Year Reconstructed: 2016, Status: Open, Structure Length: 4.50m (14.76ft), Average Daily Traffic: 2,975 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,421 (year 2040), Design Load: HS 20, Features Intersected: ROUTE 9, Facility Carried by Structure: BOW LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.9 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: 37.9 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 632, Location: 1.9 MI SOUTH OF ROUTE 66 (Lat: 41.547194, Lng: -72.630642), Route carried "on" structure: City street , Year Built: 1958, Year Reconstructed: 2016, Status: Open, Structure Length: 4.50m (14.76ft), Average Daily Traffic: 2,975 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,421 (year 2040), Design Load: HS 20, Features Intersected: ROUTE 9, Facility Carried by Structure: BOW LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.9 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: 37.9 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 633, Location: 1.7 MI SOUTH OF ROUTE 66 (Lat: 41.550806, Lng: -72.631997), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 253 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 376 (year 2040), Design Load: H 20, Features Intersected: ROUTE 9, Facility Carried by Structure: ROBERTS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.0 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: 44.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 633, Location: 1.7 MI SOUTH OF ROUTE 66 (Lat: 41.550806, Lng: -72.631997), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 253 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 376 (year 2040), Design Load: H 20, Features Intersected: ROUTE 9, Facility Carried by Structure: ROBERTS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.0 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: 44.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 636, Location: 1.17 MILES FROM RTE 66 (Lat: 41.555875, Lng: -72.641650), Route carried "on" structure: State highway 17, Year Built: 1955, Year Reconstructed: 1990, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 6,250 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 9,287 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.357, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 3.9m (12.8ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 636, Location: 1.17 MILES FROM RTE 66 (Lat: 41.555875, Lng: -72.641650), Route carried "on" structure: State highway 17, Year Built: 1955, Year Reconstructed: 1990, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 6,250 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 9,287 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.357, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 3.9m (12.8ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 638, Location: 0.2 MI N OF ROUTE 17 (Lat: 41.557967, Lng: -72.643931), Route carried "on" structure: State highway 9, Year Built: 1950, Year Reconstructed: 1986, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 57,300 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 85,142 (year 2035), Design Load: HS 20, Features Intersected: P&W RAILROAD & UNION ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.836, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Poor, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, 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, Total Project Cost: $4,150,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 638, Location: 0.2 MI N OF ROUTE 17 (Lat: 41.557967, Lng: -72.643931), Route carried "on" structure: State highway 9, Year Built: 1950, Year Reconstructed: 1986, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 57,300 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 85,142 (year 2035), Design Load: HS 20, Features Intersected: P&W RAILROAD & UNION ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.836, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Poor, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, 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, Total Project Cost: $4,150,000 ( Estimate for 2015), 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: 64, Location: 0.1 MI SO. OF CROMWELL TL (Lat: 41.573006, Lng: -72.651956), Route carried "on" structure: State highway 9, Year Built: 1960, Year Reconstructed: 2001, Status: Open, Structure Length: 5.59m (18.34ft), Average Daily Traffic: 35,700 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 53,047 (year 2039), Design Load: HS 20, Features Intersected: MATTABESSET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.654, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.5 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: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: September 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: 64, Location: 0.1 MI SO. OF CROMWELL TL (Lat: 41.573006, Lng: -72.651956), Route carried "on" structure: State highway 9, Year Built: 1960, Year Reconstructed: 2001, Status: Open, Structure Length: 5.59m (18.34ft), Average Daily Traffic: 35,700 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 53,047 (year 2039), Design Load: HS 20, Features Intersected: MATTABESSET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.654, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.5 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: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: September 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: 641, Location: 0.28 MI NORTH OF ROUTE 66 (Lat: 41.573022, Lng: -72.652247), Route carried "on" structure: State highway 9, Year Built: 1960, Year Reconstructed: 2001, Status: Open, Structure Length: 5.66m (18.57ft), Average Daily Traffic: 37,200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 55,275 (year 2039), Design Load: HS 20, Features Intersected: MATTABESSET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.654, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.5 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 641, Location: 0.28 MI NORTH OF ROUTE 66 (Lat: 41.573022, Lng: -72.652247), Route carried "on" structure: State highway 9, Year Built: 1960, Year Reconstructed: 2001, Status: Open, Structure Length: 5.66m (18.57ft), Average Daily Traffic: 37,200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 55,275 (year 2039), Design Load: HS 20, Features Intersected: MATTABESSET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.654, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.5 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: 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: 857, Location: 0.7 MI N OF ROUTE 155 (Lat: 41.540467, Lng: -72.653053), Route carried "on" structure: State highway 17, Year Built: 2001, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 14,100 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 20,951 (year 2036), Design Load: HS 20, Features Intersected: LONG HILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.249, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, 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: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.9 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 857, Location: 0.7 MI N OF ROUTE 155 (Lat: 41.540467, Lng: -72.653053), Route carried "on" structure: State highway 17, Year Built: 2001, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 14,100 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 20,951 (year 2036), Design Load: HS 20, Features Intersected: LONG HILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.249, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, 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: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.9 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 858, Location: 1.3 MI. N OF ROUTE 155 (Lat: 41.549364, Lng: -72.650264), Route carried "on" structure: State highway 17, Year Built: 1958, Year Reconstructed: 1993, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 19,100 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 28,381 (year 2036), Design Load: HS 20, Features Intersected: LONG HILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.215, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 84.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 858, Location: 1.3 MI. N OF ROUTE 155 (Lat: 41.549364, Lng: -72.650264), Route carried "on" structure: State highway 17, Year Built: 1958, Year Reconstructed: 1993, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 19,100 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 28,381 (year 2036), Design Load: HS 20, Features Intersected: LONG HILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.215, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 84.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 859, Location: 0.4 MI S OF ROUTE 9 (Lat: 41.553408, Lng: -72.646392), Route carried "on" structure: State highway 17, Year Built: 1955, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 15,100 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 22,437 (year 2035), Features Intersected: SUMNER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.858, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 859, Location: 0.4 MI S OF ROUTE 9 (Lat: 41.553408, Lng: -72.646392), Route carried "on" structure: State highway 17, Year Built: 1955, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 15,100 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 22,437 (year 2035), Features Intersected: SUMNER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.858, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 86, Location: 0.15 MI OFF RT9SB EXIT 13 (Lat: 41.553917, Lng: -72.645042), Route carried "on" structure: State highway 17, Year Built: 1955, Year Reconstructed: 1988, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 10,800 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 16,048 (year 2035), Design Load: HS 20, Features Intersected: MAIN STREET EXTENSION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.987, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 95.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.3 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 86, Location: 0.15 MI OFF RT9SB EXIT 13 (Lat: 41.553917, Lng: -72.645042), Route carried "on" structure: State highway 17, Year Built: 1955, Year Reconstructed: 1988, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 10,800 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 16,048 (year 2035), Design Load: HS 20, Features Intersected: MAIN STREET EXTENSION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.987, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 95.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.3 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 861, Location: 100' NORTH OF MAPLE STREE (Lat: 41.554522, Lng: -72.643314), Route carried "on" structure: State highway 17, Year Built: 1954, Year Reconstructed: 1990, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 7,350 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 10,921 (year 2035), Design Load: HS 20, Features Intersected: EAST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.148, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 861, Location: 100' NORTH OF MAPLE STREE (Lat: 41.554522, Lng: -72.643314), Route carried "on" structure: State highway 17, Year Built: 1954, Year Reconstructed: 1990, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 7,350 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 10,921 (year 2035), Design Load: HS 20, Features Intersected: EAST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.148, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 862, Location: 0.1 MI SOUTH OF EXIT 10 (Lat: 41.554967, Lng: -72.643536), Route carried "on" structure: State highway 17, Year Built: 1949, Year Reconstructed: 1987, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 7,350 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 10,921 (year 2035), Design Load: HS 20, Features Intersected: EAST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.164, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 862, Location: 0.1 MI SOUTH OF EXIT 10 (Lat: 41.554967, Lng: -72.643536), Route carried "on" structure: State highway 17, Year Built: 1949, Year Reconstructed: 1987, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 7,350 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 10,921 (year 2035), Design Load: HS 20, Features Intersected: EAST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.164, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1556, Location: JCT OF ROUTE 372 (Lat: 41.601306, Lng: -72.694392), Route carried "on" structure: State highway 217, Year Built: 2004, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 13,600 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 20,208 (year 2038), Design Load: HS 20, Features Intersected: MATTABESSET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.083, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 50.6m (166.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 80.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1556, Location: JCT OF ROUTE 372 (Lat: 41.601306, Lng: -72.694392), Route carried "on" structure: State highway 217, Year Built: 2004, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 13,600 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 20,208 (year 2038), Design Load: HS 20, Features Intersected: MATTABESSET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.083, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 50.6m (166.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 80.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 219, Location: 0.4 MI S OF ROUTE 155 (Lat: 41.526272, Lng: -72.663928), Route carried "on" structure: State highway 17, Year Built: 2014, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 15,100 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 22,437 (year 2035), Design Load: HL 93, Features Intersected: LONG HILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.398, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 57.7 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: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 219, Location: 0.4 MI S OF ROUTE 155 (Lat: 41.526272, Lng: -72.663928), Route carried "on" structure: State highway 17, Year Built: 2014, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 15,100 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 22,437 (year 2035), Design Load: HL 93, Features Intersected: LONG HILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.398, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 57.7 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: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2926, Location: 0.2 MI NORTH OF JCT RT 66 (Lat: 41.561017, Lng: -72.665794), Route carried "on" structure: State highway 3, Year Built: 1974, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 16,500 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 24,517 (year 2039), Design Load: HS 20, Features Intersected: COGINCHAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 2926, Location: 0.2 MI NORTH OF JCT RT 66 (Lat: 41.561017, Lng: -72.665794), Route carried "on" structure: State highway 3, Year Built: 1974, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 16,500 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 24,517 (year 2039), Design Load: HS 20, Features Intersected: COGINCHAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 2927, Location: 0.2 MI N OF ROUTE 66 (Lat: 41.560600, Lng: -72.663492), Route carried "on" structure: State highway 3, Year Built: 1974, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 16,200 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 24,072 (year 2036), Design Load: HS 20, Features Intersected: P & W RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Good, 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: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 2927, Location: 0.2 MI N OF ROUTE 66 (Lat: 41.560600, Lng: -72.663492), Route carried "on" structure: State highway 3, Year Built: 1974, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 16,200 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 24,072 (year 2036), Design Load: HS 20, Features Intersected: P & W RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Good, 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: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 3053, Location: 2.16 MI N OF MERIDEN TL (Lat: 41.570322, Lng: -72.724519), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 3,883 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,770 (year 2040), Design Load: HS 20, Features Intersected: I-91, Facility Carried by Structure: COUNTRY CLUB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 53.8 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: 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: Somewhat better than minimum adequacy, 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, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3053, Location: 2.16 MI N OF MERIDEN TL (Lat: 41.570322, Lng: -72.724519), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 3,883 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,770 (year 2040), Design Load: HS 20, Features Intersected: I-91, Facility Carried by Structure: COUNTRY CLUB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 53.8 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: 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: Somewhat better than minimum adequacy, 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, 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: 3054, Location: 1.49 MI SOUTH OF RTE 372 (Lat: 41.583792, Lng: -72.713278), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 57,800 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 85,885 (year 2035), Design Load: H 20, Features Intersected: SMITH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.010, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3054, Location: 1.49 MI SOUTH OF RTE 372 (Lat: 41.583792, Lng: -72.713278), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 57,800 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 85,885 (year 2035), Design Load: H 20, Features Intersected: SMITH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.010, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3077, Location: 475 FT S OF ROUTE 372 (Lat: 41.602933, Lng: -72.704675), Route carried "on" structure: Interstate 91, Year Built: 1965, Year Reconstructed: 1998, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 57,800 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 85,885 (year 2035), Design Load: HS 20, Features Intersected: MATTABESSET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.264, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 30.8 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: 23.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 3077, Location: 475 FT S OF ROUTE 372 (Lat: 41.602933, Lng: -72.704675), Route carried "on" structure: Interstate 91, Year Built: 1965, Year Reconstructed: 1998, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 57,800 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 85,885 (year 2035), Design Load: HS 20, Features Intersected: MATTABESSET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.264, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 30.8 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: 23.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 3078, Location: 0.1 MI S OF ROUTE 372 (Lat: 41.603247, Lng: -72.705197), Route carried "on" structure: Interstate 91, Year Built: 1965, Year Reconstructed: 1998, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 57,800 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 85,885 (year 2035), Design Load: HS 20, Features Intersected: MATTABESSET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.280, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 3078, Location: 0.1 MI S OF ROUTE 372 (Lat: 41.603247, Lng: -72.705197), Route carried "on" structure: Interstate 91, Year Built: 1965, Year Reconstructed: 1998, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 57,800 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 85,885 (year 2035), Design Load: HS 20, Features Intersected: MATTABESSET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.280, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 3993, Location: 0.1 MI SOUTH OF ROUTE 157 (Lat: 41.551897, Lng: -72.672386), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 4,396 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,532 (year 2040), Design Load: HL 93, Features Intersected: P & W RAILROAD, Facility Carried by Structure: WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.7 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: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 3993, Location: 0.1 MI SOUTH OF ROUTE 157 (Lat: 41.551897, Lng: -72.672386), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 4,396 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,532 (year 2040), Design Load: HL 93, Features Intersected: P & W RAILROAD, Facility Carried by Structure: WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.7 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: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 4031, Location: EXIT FR LIBERTY ST NO 2 (Lat: 41.563906, Lng: -72.660061), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 4,211 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,257 (year 2040), Design Load: HS 20, Features Intersected: P & W RAILROAD, Facility Carried by Structure: PROSPECT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4031, Location: EXIT FR LIBERTY ST NO 2 (Lat: 41.563906, Lng: -72.660061), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 4,211 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,257 (year 2040), Design Load: HS 20, Features Intersected: P & W RAILROAD, Facility Carried by Structure: PROSPECT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4032, Location: 1/4 MI. NORTH OF RTE.66 (Lat: 41.565492, Lng: -72.656347), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,309 (year 2040), Design Load: HS 20, Features Intersected: P & W RAILROAD, Facility Carried by Structure: PEARL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4032, Location: 1/4 MI. NORTH OF RTE.66 (Lat: 41.565492, Lng: -72.656347), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,309 (year 2040), Design Load: HS 20, Features Intersected: P & W RAILROAD, Facility Carried by Structure: PEARL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4033, Location: 0.3 MI W OF ROUTE 66 (Lat: 41.561156, Lng: -72.662858), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 1996, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 161 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 239 (year 2038), Design Load: HS 20, Features Intersected: P & W RAILROAD, Facility Carried by Structure: BERLIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4033, Location: 0.3 MI W OF ROUTE 66 (Lat: 41.561156, Lng: -72.662858), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 1996, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 161 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 239 (year 2038), Design Load: HS 20, Features Intersected: P & W RAILROAD, Facility Carried by Structure: BERLIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, 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: 4187, Location: 430 FT N OF ROUTE 17 (Lat: 41.555039, Lng: -72.645803), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 10,291 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,291 (year 2040), Features Intersected: SUMNER BROOK, Facility Carried by Structure: MAIN STREET EXT.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Poor, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 4187, Location: 430 FT N OF ROUTE 17 (Lat: 41.555039, Lng: -72.645803), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 10,291 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,291 (year 2040), Features Intersected: SUMNER BROOK, Facility Carried by Structure: MAIN STREET EXT.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Poor, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 4189, Location: 290 FT W OF MAIN ST EXT (Lat: 41.549947, Lng: -72.642806), Route carried "on" structure: City street , Year Built: 1938, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,662 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,441 (year 2040), Features Intersected: SUMNER BROOK, Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.591, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 4189, Location: 290 FT W OF MAIN ST EXT (Lat: 41.549947, Lng: -72.642806), Route carried "on" structure: City street , Year Built: 1938, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,662 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,441 (year 2040), Features Intersected: SUMNER BROOK, Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.591, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 419, Location: 75 FEET EAST OF ROUTE 9 (Lat: 41.558053, Lng: -72.643386), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1964, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 2,808 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 4,172 (year 2041), Design Load: HS 20, Features Intersected: SUMNER BROOK, Facility Carried by Structure: RIVER ROAD #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 58.3 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: 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: July 2020, Underwater Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 419, Location: 75 FEET EAST OF ROUTE 9 (Lat: 41.558053, Lng: -72.643386), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1964, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 2,808 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 4,172 (year 2041), Design Load: HS 20, Features Intersected: SUMNER BROOK, Facility Carried by Structure: RIVER ROAD #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 58.3 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: 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: July 2020, Underwater Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4358, Location: 0.3 MI N OF ROUTE 66 (Lat: 41.565114, Lng: -72.657939), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,104 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,612 (year 2040), Design Load: HS 20, Features Intersected: P & W RAILROAD, Facility Carried by Structure: HIGH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 4358, Location: 0.3 MI N OF ROUTE 66 (Lat: 41.565114, Lng: -72.657939), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,104 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,612 (year 2040), Design Load: HS 20, Features Intersected: P & W RAILROAD, Facility Carried by Structure: HIGH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 4533, Location: 0.1 MI N OF SAYBROOK ROAD (Lat: 41.548517, Lng: -72.640897), Route carried "on" structure: City street , Year Built: 1953, Year Reconstructed: 2001, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,555 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,311 (year 2040), Design Load: HL 93, Features Intersected: SUMNER BROOK, Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 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: Better than 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, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4533, Location: 0.1 MI N OF SAYBROOK ROAD (Lat: 41.548517, Lng: -72.640897), Route carried "on" structure: City street , Year Built: 1953, Year Reconstructed: 2001, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,555 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,311 (year 2040), Design Load: HL 93, Features Intersected: SUMNER BROOK, Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 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: Better than 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, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4535, Location: 0.1 MI. W OF ROUTE 157 (Lat: 41.543694, Lng: -72.685531), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1990, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,591 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,364 (year 2040), Design Load: HS 20, Features Intersected: COGINCHAUG RIVER, Facility Carried by Structure: MIDDLEFIELD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4535, Location: 0.1 MI. W OF ROUTE 157 (Lat: 41.543694, Lng: -72.685531), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1990, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,591 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,364 (year 2040), Design Load: HS 20, Features Intersected: COGINCHAUG RIVER, Facility Carried by Structure: MIDDLEFIELD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4538, Location: 0.7 MI W OF ROUTE 217 (Lat: 41.580022, Lng: -72.714836), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,407 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,091 (year 2040), Features Intersected: FALL BROOK, Facility Carried by Structure: MINER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 4538, Location: 0.7 MI W OF ROUTE 217 (Lat: 41.580022, Lng: -72.714836), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,407 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,091 (year 2040), Features Intersected: FALL BROOK, Facility Carried by Structure: MINER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 4542, Location: 200 FT N OF SAWMILL ROAD (Lat: 41.572158, Lng: -72.731867), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 163 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 242 (year 2040), Features Intersected: SAWMILL BROOK, Facility Carried by Structure: BELL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 94.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 4542, Location: 200 FT N OF SAWMILL ROAD (Lat: 41.572158, Lng: -72.731867), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 163 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 242 (year 2040), Features Intersected: SAWMILL BROOK, Facility Carried by Structure: BELL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 94.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 5352, Location: 475 FT N OF ROUTE 17 (Lat: 41.555836, Lng: -72.644028), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 5,685 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 8,447 (year 2040), Design Load: HS 20, Features Intersected: SUMNER BROOK, Facility Carried by Structure: EAST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 5352, Location: 475 FT N OF ROUTE 17 (Lat: 41.555836, Lng: -72.644028), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 5,685 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 8,447 (year 2040), Design Load: HS 20, Features Intersected: SUMNER BROOK, Facility Carried by Structure: EAST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 5381, Location: 0.1 MI N OF ROUTE 66 (Lat: 41.560272, Lng: -72.663803), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 1986, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 55 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 82 (year 2040), Design Load: HS 20, Features Intersected: P & W RAILROAD, Facility Carried by Structure: JACKSON STREET #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 81.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 5381, Location: 0.1 MI N OF ROUTE 66 (Lat: 41.560272, Lng: -72.663803), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 1986, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 55 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 82 (year 2040), Design Load: HS 20, Features Intersected: P & W RAILROAD, Facility Carried by Structure: JACKSON STREET #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 81.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 5564, Location: 150 FT W OF E MAIN ST (Lat: 41.543781, Lng: -72.639003), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 1987, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,903 (year 2040), Design Load: HS 20, Features Intersected: SUMNER BROOK, Facility Carried by Structure: RUSSELL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5564, Location: 150 FT W OF E MAIN ST (Lat: 41.543781, Lng: -72.639003), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 1987, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,903 (year 2040), Design Load: HS 20, Features Intersected: SUMNER BROOK, Facility Carried by Structure: RUSSELL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 561, Location: 0.3 MI S OF ROUTE 151 (Lat: 41.552153, Lng: -72.552578), Route carried "on" structure: City street , Year Built: 1941, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 59 (year 2038), Design Load: HS 20, Features Intersected: MINE BROOK, Facility Carried by Structure: SHIPYARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 561, Location: 0.3 MI S OF ROUTE 151 (Lat: 41.552153, Lng: -72.552578), Route carried "on" structure: City street , Year Built: 1941, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 59 (year 2038), Design Load: HS 20, Features Intersected: MINE BROOK, Facility Carried by Structure: SHIPYARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber