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Bridge Statistics for Old Saybrook, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 30Number of bridges
  • 735ft / 224mTotal length
  • $1,750,000Total costs
  • 624,948Total average daily traffic
  • 65,780Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Old Saybrook
  • No street view available for this location

New bridges in Old Saybrook, CT - historical statistics
  • New bridges - historical statistics
  • 31930-1939
  • 81950-1959
  • 61960-1969
  • 21970-1979
  • 91990-1999
  • 12000-2009
  • 12020-2022
Reconstructed bridges in Old Saybrook, CT - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 31980-1989
  • 41990-1999
Average Bridge Daily Traffic in Old Saybrook, CT
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 4.3%Very good
  • 56.5%Good
  • 34.8%Satisfactory
  • 4.3%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 4.3%Very good
  • 52.2%Good
  • 26.1%Satisfactory
  • 13.0%Fair
  • 4.3%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 8.7%Very good
  • 47.8%Good
  • 39.1%Satisfactory
  • 4.3%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 11.1%Very good
  • 44.4%Good
  • 44.4%Satisfactory
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Structure Number: 233,  Location: I-95 EXIT NO. 66 (Lat: 41.290600,  Lng: -72.419728),  Route carried "on" structure: State highway 166,  Year Built: 1957,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 9,100 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,522 (year 2036),  Design Load: HS 20,  Features Intersected: INTERSTATE-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.060,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  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,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 234,  Location: 0.5 MI N OF ROUTE 166 (Lat: 41.294225,  Lng: -72.405911),  Route carried "on" structure: Interstate 95,  Year Built: 1957,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 57,400 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 85,291 (year 2037),  Design Load: H 20,  Features Intersected: SCHOOL HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 120.958,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 28.9m (94.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 72.9 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: 56.1 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 236,  Location: 0.1 MI S OF ROUTE 154 (Lat: 41.304239,  Lng: -72.382300),  Route carried "on" structure: Interstate 95,  Year Built: 1957,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 61,700 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 91,680 (year 2035),  Design Load: HS 20,  Features Intersected: VALLEY RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 123.260,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 32.2m (105.6ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 84.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 237,  Location: 1.3 MI S OF ROUTE 9 (Lat: 41.305189,  Lng: -72.379714),  Route carried "on" structure: Interstate 95,  Year Built: 1957,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 58,100 (year 2017),  Truck Traffic: 16%,  Average Future Daily Traffic: 86,331 (year 2037),  Design Load: HS 20,  Features Intersected: ROUTE 154
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 123.485,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 26.9m (88.3ft),  Out-to-Out Width: 28.9m (94.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.8 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: 50.5 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 238,  Location: 0.6 MI S OF ROUTE 9 (Lat: 41.310547,  Lng: -72.367011),  Route carried "on" structure: Interstate 95,  Year Built: 1957,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 55,500 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 82,467 (year 2037),  Design Load: H 20,  Features Intersected: SR 628 {SPRING BROOK RD}
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 124.708,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 28.9m (94.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 61.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 1386,  Location: 0.8 MI S OF US ROUTE 1 (Lat: 41.276589,  Lng: -72.393450),  Route carried "on" structure: State highway 154,  Year Built: 1935,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,500 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,201 (year 2039),  Design Load: H 20,  Features Intersected: BACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.336,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.9m (29.2ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 30.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.0 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021,  Total Project Cost: $1,750,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 23,  Location: 0.1 MI S OF ROUTE 154 (Lat: 41.287617,  Lng: -72.392133),  Route carried "on" structure: US 1,  Year Built: 1971,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 19,100 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,381 (year 2035),  Design Load: HS 20,  Features Intersected: OYSTER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 127.895,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 93.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 2708,  Location: 1.1 MI S OF US ROUTE 1 (Lat: 41.271919,  Lng: -72.393472),  Route carried "on" structure: State highway 154,  Year Built: 2021,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 3,500 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,201 (year 2036),  Design Load: HL 93,  Features Intersected: PLUM BANK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.851,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Galvanized Reinforcing
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Structure Number: 3334,  Location: 0.7 MI N OF I-95 (Lat: 41.319319,  Lng: -72.363481),  Route carried "on" structure: State highway 9,  Year Built: 1966,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 15,600 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,180 (year 2039),  Design Load: HS 20,  Features Intersected: FLORAL PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 3335,  Location: 0.7 MI N OF I-95 (Lat: 41.319592,  Lng: -72.363311),  Route carried "on" structure: State highway 9,  Year Built: 1966,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 30,900 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 45,914 (year 2039),  Design Load: HS 20,  Features Intersected: FLORAL PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 3336,  Location: 1.5 MI N OF I-95 (Lat: 41.322808,  Lng: -72.378275),  Route carried "on" structure: State highway 9,  Year Built: 1966,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 12,150 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,054 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 154
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.462,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 3337,  Location: 1.5 MI N OF I-95 (Lat: 41.323211,  Lng: -72.378189),  Route carried "on" structure: State highway 9,  Year Built: 1966,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 12,150 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,054 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 154
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.478,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 3836,  Location: .25 MILES SOUTH OF I95 (Lat: 41.301319,  Lng: -72.375214),  Route carried "on" structure: US 1,  Year Built: 1976,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 23,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,176 (year 2036),  Design Load: HS 20,  Features Intersected: AMTRAK RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 130.035,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 92.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  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: 4749,  Location: 50' SOUTH/RED BIRD TRAIL (Lat: 41.278947,  Lng: -72.405875),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 260 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 386 (year 2040),  Design Load: HS 20,  Features Intersected: MUD CREEK,  Facility Carried by Structure: NEHANTIC TRAIL #2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5702,  Location: 0.2 MI WEST OF US ROUTE 1 (Lat: 41.289108,  Lng: -72.418633),  Route carried "on" structure: State highway 166,  Year Built: 1933,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 12,500 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,574 (year 2036),  Design Load: HS 20,  Features Intersected: AMTRAK RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.269,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 5923,  Location: 0.4 MI N OF US ROUTE 1 (Lat: 41.293769,  Lng: -72.394692),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 1,171 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,740 (year 2040),  Design Load: HS 20,  Features Intersected: AMTRAK RAILROAD,  Facility Carried by Structure: INGHAM HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Maintenance Responsibility: Local 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: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 67.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6021,  Location: 0.3 MI N OF US ROUTE 1 (Lat: 41.291292,  Lng: -72.404175),  Route carried "on" structure: City street ,  Year Built: 1933,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 3,017 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,483 (year 2037),  Design Load: HS 20,  Features Intersected: AMTRAK RAILROAD,  Facility Carried by Structure: SCHOOL HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Maintenance Responsibility: Local Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  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 48 months,  Inspection Date: Febuary 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: 6172,  Location: 1.4 MI N OF ROUTE 154 (Lat: 41.316150,  Lng: -72.359164),  Route carried "on" structure: Interstate 95,  Year Built: 1992,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 58,700 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 87,222 (year 2037),  Design Load: HS 20,  Features Intersected: ROUTE 9 NB & I-95 TR 816
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 125.625,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.4m (139.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 45.8m (150.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 45.7 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: 35.3 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: Better than present minimum 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: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6200A,  Location: .72 MI. OF ROUTE 156 (Lat: 41.318708,  Lng: -72.347900),  Route carried "on" structure: Interstate 95,  Year Built: 1993,  Status: Open,  Structure Length: 77.88m (255.51ft),  Average Daily Traffic: 38,300 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 56,910 (year 2035),  Design Load: HS 20,  Features Intersected: CONNECTICUT RV, FERRY RD
Minimum Vertical Clearance: 7.54m (24.74ft),  Kilometerpoint: 126.253,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Navigation Control: Yes ( Vertical Clearance: 24.7m (81.0ft), Horizontal Clearance: 61.0m (200.1ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 83.8m (274.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 83.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2018,  Underwater Inspection Date: October 2018,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6200B,  Location: .72 MI. W. OF ROUTE 156 (Lat: 41.318919,  Lng: -72.348011),  Route carried "on" structure: Interstate 95,  Year Built: 1993,  Status: Open,  Structure Length: 77.88m (255.51ft),  Average Daily Traffic: 38,300 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 56,910 (year 2035),  Design Load: HS 20,  Features Intersected: CONNECTICUT RV, FERRY RD
Minimum Vertical Clearance: 6.60m (21.65ft),  Kilometerpoint: 126.253,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Navigation Control: Yes ( Vertical Clearance: 24.7m (81.0ft), Horizontal Clearance: 61.0m (200.1ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 83.8m (274.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.0 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,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2018,  Underwater Inspection Date: October 2018,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6274,  Location: 3.9 MI N OF US ROUTE 1 (Lat: 41.274789,  Lng: -72.356850),  Route carried "on" structure: State highway 154,  Year Built: 1994,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 2,600 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,863 (year 2036),  Design Load: HS 20,  Features Intersected: SOUTH COVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.196,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Underwater Inspection Date: November 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: 6275,  Location: 4.08 MI NORTH OF ROUTE 1 (Lat: 41.277733,  Lng: -72.354722),  Route carried "on" structure: State highway 154,  Year Built: 1994,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 2,600 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,863 (year 2036),  Design Load: HS 20,  Features Intersected: SOUTH COVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.566,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 63.8 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: 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: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Underwater Inspection Date: November 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: 6276,  Location: 4.34 MILES NORTH ROUTE 1 (Lat: 41.281008,  Lng: -72.352342),  Route carried "on" structure: State highway 154,  Year Built: 1994,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 2,600 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,863 (year 2036),  Design Load: HS 20,  Features Intersected: SOUTH COVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.001,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 80.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Underwater Inspection Date: November 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: 233,  Location: I-95 EXIT NO. 66 (Lat: 41.290600,  Lng: -72.419728),  Route carried "under" structure: Interstate 95,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 58,000 (year 2017),  Truck Traffic: 14%,  Features Intersected: INTERSTATE-95,  Facility Carried by Structure: ROUTE 166
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 119.735,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 237,  Location: 1.3 MI S OF ROUTE 9 (Lat: 41.305189,  Lng: -72.379714),  Route carried "under" structure: State highway 154,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 15,400 (year 2016),  Truck Traffic: 6%,  Features Intersected: ROUTE 154,  Facility Carried by Structure: INTERSTATE-95
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 11.813,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 238,  Location: 0.6 MI S OF ROUTE 9 (Lat: 41.310547,  Lng: -72.367011),  Route carried "under" structure: State highway 628,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 6,300 (year 2016),  Truck Traffic: 9%,  Features Intersected: SR 628 {SPRING BROOK RD},  Facility Carried by Structure: INTERSTATE-95
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.145,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 3336,  Location: 1.5 MI N OF I-95 (Lat: 41.322808,  Lng: -72.378275),  Route carried "under" structure: State highway 154,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 9,100 (year 2016),  Truck Traffic: 6%,  Features Intersected: ROUTE 154,  Facility Carried by Structure: ROUTE 9 SOUTHBOUND
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 13.889,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 3337,  Location: 1.5 MI N OF I-95 (Lat: 41.323211,  Lng: -72.378189),  Route carried "under" structure: State highway 154,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 9,100 (year 2016),  Truck Traffic: 6%,  Features Intersected: ROUTE 154,  Facility Carried by Structure: ROUTE 9 NORTHBOUND
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 13.937,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 6172,  Location: 1.4 MI N OF ROUTE 154 (Lat: 41.316150,  Lng: -72.359164),  Route carried "under" structure: State highway 9,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 2,700 (year 2017),  Truck Traffic: 8%,  Features Intersected: ROUTE 9 NB & I-95 TR 816
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.644,  Lanes on structure: 7,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 6172,  Location: 1.4 MI N OF ROUTE 154 (Lat: 41.316150,  Lng: -72.359164),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 2,600 (year 2016),  Truck Traffic: 10%,  Features Intersected: ROUTE 9 NB & I-95 TR 816
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.016,  Lanes on structure: 7,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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