Bridge Statistics for New London, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 354,  Location: 0.6 MI NORTH OF ROUTE 85 (Lat: 41.370728,  Lng: -72.122369),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 6,365 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,458 (year 2040),  Design Load: HS 20,  Features Intersected: I-95, SR 623 & SR 624,  Facility Carried by Structure: VAUXHALL ST EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.9 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: 55.4 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2514A,  Location: O/THAMES RV LOC ROAD & RR (Lat: 41.364217,  Lng: -72.091222),  Route carried "on" structure: Interstate 95,  Year Built: 1973,  Status: Open,  Structure Length: 194.10m (636.81ft),  Average Daily Traffic: 43,700 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 64,934 (year 2040),  Design Load: HS 20,  Features Intersected: THAMES RV LOC RDS & RR
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 151.745,  Lanes on structure: 4,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 41.1m (134.8ft), Horizontal Clearance: 61.0m (200.1ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 19,  Length of Maximum Span: 164.6m (540.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 2514B,  Location: EXIT 84 I-95 SOUTH (Lat: 41.365139,  Lng: -72.101939),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 17,600 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,152 (year 2037),  Design Load: HS 20,  Features Intersected: SR 635 & STATE PIER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 98.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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: 2572,  Location: 0.1 MI N OF I-95 (Lat: 41.365303,  Lng: -72.107942),  Route carried "on" structure: US 1,  Year Built: 1973,  Status: Open,  Structure Length: 9.16m (30.05ft),  Average Daily Traffic: 4,200 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,241 (year 2037),  Design Load: HS 20,  Features Intersected: I-95 RAMP 310,SR 641 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.125,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.8m (153.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 36.9 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: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Total Project Cost: $13,800,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 2602,  Location: 0.6 MI N OF ROUTE 85 (Lat: 41.368742,  Lng: -72.115761),  Route carried "on" structure: State highway 908,  Year Built: 1973,  Status: Open,  Structure Length: 10.29m (33.76ft),  Average Daily Traffic: 11,700 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,385 (year 2037),  Design Load: HS 20,  Features Intersected: I-95, SR 623 & N SR 624
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 4,  Lanes under structure: 12,  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: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.0m,  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  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: Other

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Structure Number: 2603,  Location: 0.39 MI S OF ROUTE 32 INT (Lat: 41.366111,  Lng: -72.108611),  Route carried "on" structure: Alternate State highway 636,  Year Built: 1973,  Status: Open,  Structure Length: 11.15m (36.58ft),  Average Daily Traffic: 6,900 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,253 (year 2037),  Design Load: HS 20,  Features Intersected: I-95&SR623+641&I-95 310
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 0.0m,  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 2611,  Location: 1.4 MILE N OF ROUTE 85 (Lat: 41.366281,  Lng: -72.108128),  Route carried "on" structure: Ramp State highway 32,  Year Built: 1973,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 8,600 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,779 (year 2037),  Design Load: HS 20,  Features Intersected: INTERSTATE 95 & SR 623
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2612,  Location: 0.47 MI N OF JCT SSR 437 (Lat: 41.365203,  Lng: -72.105972),  Route carried "on" structure: State highway 32,  Year Built: 1974,  Status: Open,  Structure Length: 22.56m (74.02ft),  Average Daily Traffic: 10,500 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,602 (year 2037),  Design Load: HS 20,  Features Intersected: I-95, US 1 NB,SR 623&641
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 3,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 90.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2833,  Location: 1.6 MI N OF ROUTE 85 (Lat: 41.365008,  Lng: -72.105275),  Route carried "on" structure: State highway 32,  Year Built: 1974,  Status: Open,  Structure Length: 23.29m (76.41ft),  Average Daily Traffic: 4,900 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,281 (year 2037),  Design Load: HS 20,  Features Intersected: I-95,US 1 NB,SR 623&641
Minimum Vertical Clearance: 6.48m (21.26ft),  Kilometerpoint: 0.708,  Lanes on structure: 3,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 40.4m (132.5ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Inventory Rating: 60.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2864,  Location: 0.2 MI N OF ROUTE 32 (Lat: 41.363553,  Lng: -72.102597),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 3.62m (11.88ft),  Average Daily Traffic: 10,200 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,156 (year 2037),  Design Load: HS 20,  Features Intersected: SR 641
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.1 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: Better than present minimum criteria,  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

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Structure Number: 2887,  Location: 475 FT E OF ROUTE 32 (Lat: 41.361353,  Lng: -72.097625),  Route carried "on" structure: ServiceState highway 437,  Year Built: 1973,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,600 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,863 (year 2037),  Design Load: HS 20,  Features Intersected: WINTHROP COVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 35.6 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: 27.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020

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Structure Number: 2888,  Location: 0.8 MI N OF I-95 (Lat: 41.370333,  Lng: -72.104586),  Route carried "on" structure: State highway 636,  Year Built: 1973,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 3,700 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,498 (year 2037),  Design Load: HS 20,  Features Intersected: ROUTE 32 & I-95SB TR 817
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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

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Structure Number: 2897,  Location: 0.4 MI N OF I-95 (Lat: 41.371011,  Lng: -72.104008),  Route carried "on" structure: State highway 635,  Year Built: 1973,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 6,200 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,213 (year 2037),  Design Load: HS 20,  Features Intersected: RT 32+RAMP 3,I-95 TR 817
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: Built-up

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Structure Number: 2898,  Location: 1.0 MI S OF US ROUTE 1 (Lat: 41.334717,  Lng: -72.104858),  Route carried "on" structure: State highway 213,  Year Built: 1930,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 10,900 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,196 (year 2036),  Design Load: HS 20,  Features Intersected: AMTRAK RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.077,  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: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable 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

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Structure Number: 382,  Location: 0.1 MI W OF THAMES RIVER (Lat: 41.364350,  Lng: -72.102764),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 41,300 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 61,368 (year 2037),  Design Load: HS 20,  Features Intersected: WILLIAMS ST (SR 635)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 150.441,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.1m (118.4ft),  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4311,  Location: 0.2 MI E OF ROUTE 213 (Lat: 41.317297,  Lng: -72.103572),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 1,700 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,526 (year 2040),  Design Load: HS 20,  Features Intersected: ALEWIFE COVE,  Facility Carried by Structure: GLENWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: City or Municipal 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: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 92.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4333,  Location: 1.0 MI S OF ROUTE 213 (Lat: 41.335797,  Lng: -72.102500),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 4,458 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,624 (year 2037),  Design Load: HS 20,  Features Intersected: AMTRAK RAILROAD,  Facility Carried by Structure: MONTAUK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Maintenance Responsibility: Local Agency,  Approaching Roadway Width: 15.9m (52.2ft),  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: 16.0m (52.5ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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: 5521,  Location: 1000 FT WEST OF THAMES RV (Lat: 41.362225,  Lng: -72.092381),  Route carried "on" structure: ServiceState highway 437,  Year Built: 1987,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 743 (year 2037),  Design Load: HS 20,  Features Intersected: NEW ENGLAND CENTRAL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 83.2 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: 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: June 2019,  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: 5876,  Location: 0.4 MI E OF ROUTE 32 (Lat: 41.362011,  Lng: -72.092097),  Route carried "on" structure: ServiceUS 437,  Year Built: 1915,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 200 (year 2017),  Truck Traffic: 20%,  Average Future Daily Traffic: 297 (year 2037),  Design Load: HS 20,  Features Intersected: EIGHTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 603,  Location: 0.3 MI E OF ROUTE 32 (Lat: 41.361917,  Lng: -72.093642),  Route carried "on" structure: ServiceState highway 437,  Year Built: 1990,  Status: Open,  Structure Length: 7.95m (26.08ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 743 (year 2037),  Design Load: HS 20,  Features Intersected: NE CENTRAL RR & DRIVEWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 55.1 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: 42.4 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 6145,  Location: 150 FT N OF HAMILTON ST (Lat: 41.346314,  Lng: -72.100011),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 13,100 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,465 (year 2037),  Features Intersected: BROOK,  Facility Carried by Structure: HOWARD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 4,  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: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2020

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Structure Number: 354,  Location: 0.6 MI NORTH OF ROUTE 85 (Lat: 41.370728,  Lng: -72.122369),  Route carried "under" structure: Interstate 95,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 56,400 (year 2017),  Truck Traffic: 14%,  Features Intersected: I-95, SR 623 & SR 624,  Facility Carried by Structure: VAUXHALL ST EXT
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 148.655,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 354,  Location: 0.6 MI NORTH OF ROUTE 85 (Lat: 41.370728,  Lng: -72.122369),  Route carried "under" structure: State highway 624,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 4,800 (year 2017),  Truck Traffic: 3%,  Features Intersected: I-95, SR 623 & SR 624,  Facility Carried by Structure: VAUXHALL ST EXT
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 354,  Location: 0.6 MI NORTH OF ROUTE 85 (Lat: 41.370728,  Lng: -72.122369),  Route carried "under" structure: State highway 623,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 9,400 (year 2017),  Truck Traffic: 4%,  Features Intersected: I-95, SR 623 & SR 624,  Facility Carried by Structure: VAUXHALL ST EXT
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 1.690,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 2514A,  Location: O/THAMES RV LOC ROAD & RR (Lat: 41.364217,  Lng: -72.091222),  Route carried "under" structure: State highway 635,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 6%,  Features Intersected: THAMES RV LOC RDS & RR,  Facility Carried by Structure: INTERSTATE 95 SOUT
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 0.129,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Length of Maximum Span: 164.6m (540.0ft)

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Structure Number: 2514B,  Location: EXIT 84 I-95 SOUTH (Lat: 41.365139,  Lng: -72.101939),  Route carried "under" structure: State highway 635,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 12,400 (year 2017),  Truck Traffic: 6%,  Features Intersected: SR 635 & STATE PIER RD,  Facility Carried by Structure: I-95 TR 817
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 2572,  Location: 0.1 MI N OF I-95 (Lat: 41.365303,  Lng: -72.107942),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2017),  Truck Traffic: 6%,  Features Intersected: I-95 RAMP 310,SR 641 SB,  Facility Carried by Structure: US ROUTE 1 NB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 162.125,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.8m (153.5ft)

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Structure Number: 2572,  Location: 0.1 MI N OF I-95 (Lat: 41.365303,  Lng: -72.107942),  Route carried "under" structure: State highway 641,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2017),  Truck Traffic: 5%,  Features Intersected: I-95 RAMP 310,SR 641 SB,  Facility Carried by Structure: US ROUTE 1 NB
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 0.354,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.8m (153.5ft)

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Structure Number: 2602,  Location: 0.6 MI N OF ROUTE 85 (Lat: 41.368742,  Lng: -72.115761),  Route carried "under" structure: State highway 624,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 3,800 (year 2017),  Truck Traffic: 6%,  Features Intersected: I-95, SR 623 & N SR 624,  Facility Carried by Structure: SR 908 COLMAN ST
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.853,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 2602,  Location: 0.6 MI N OF ROUTE 85 (Lat: 41.368742,  Lng: -72.115761),  Route carried "under" structure: State highway 623,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 9,700 (year 2017),  Truck Traffic: 5%,  Features Intersected: I-95, SR 623 & N SR 624,  Facility Carried by Structure: SR 908 COLMAN ST
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 1.062,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 2602,  Location: 0.6 MI N OF ROUTE 85 (Lat: 41.368742,  Lng: -72.115761),  Route carried "under" structure: Interstate 95,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 57,700 (year 2017),  Truck Traffic: 9%,  Features Intersected: I-95, SR 623 & N SR 624,  Facility Carried by Structure: SR 908 COLMAN ST
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 149.267,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 2603,  Location: 0.39 MI S OF ROUTE 32 INT (Lat: 41.366111,  Lng: -72.108611),  Route carried "under" structure: Alternate State highway 641,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2017),  Truck Traffic: 3%,  Features Intersected: I-95&SR623+641&I-95 310,  Facility Carried by Structure: SR636, BRIGGS ST
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.257,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 2603,  Location: 0.39 MI S OF ROUTE 32 INT (Lat: 41.366111,  Lng: -72.108611),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2017),  Truck Traffic: 14%,  Features Intersected: I-95&SR623+641&I-95 310,  Facility Carried by Structure: SR636, BRIGGS ST
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 2603,  Location: 0.39 MI S OF ROUTE 32 INT (Lat: 41.366111,  Lng: -72.108611),  Route carried "under" structure: Alternate State highway 623,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 3%,  Features Intersected: I-95&SR623+641&I-95 310,  Facility Carried by Structure: SR636, BRIGGS ST
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 0.418,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 2603,  Location: 0.39 MI S OF ROUTE 32 INT (Lat: 41.366111,  Lng: -72.108611),  Route carried "under" structure: Interstate 95,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 55,200 (year 2017),  Truck Traffic: 14%,  Features Intersected: I-95&SR623+641&I-95 310,  Facility Carried by Structure: SR636, BRIGGS ST
Minimum Vertical Clearance: 6.63m (21.75ft),  Kilometerpoint: 149.910,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 2611,  Location: 1.4 MILE N OF ROUTE 85 (Lat: 41.366281,  Lng: -72.108128),  Route carried "under" structure: State highway 623,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 6%,  Features Intersected: INTERSTATE 95 & SR 623,  Facility Carried by Structure: ROUTE 32 RAMP 002
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 0.370,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 2611,  Location: 1.4 MILE N OF ROUTE 85 (Lat: 41.366281,  Lng: -72.108128),  Route carried "under" structure: Interstate 95,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 55,200 (year 2017),  Truck Traffic: 14%,  Features Intersected: INTERSTATE 95 & SR 623,  Facility Carried by Structure: ROUTE 32 RAMP 002
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 149.991,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 2612,  Location: 0.47 MI N OF JCT SSR 437 (Lat: 41.365203,  Lng: -72.105972),  Route carried "under" structure: ServiceState highway 623,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 6,900 (year 2020),  Truck Traffic: 3%,  Features Intersected: I-95, US 1 NB,SR 623&641,  Facility Carried by Structure: ROUTE 32 SB
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.241,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 2612,  Location: 0.47 MI N OF JCT SSR 437 (Lat: 41.365203,  Lng: -72.105972),  Route carried "under" structure: ServiceState highway 641,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 9,600 (year 2020),  Truck Traffic: 6%,  Features Intersected: I-95, US 1 NB,SR 623&641,  Facility Carried by Structure: ROUTE 32 SB
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 0.644,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 2612,  Location: 0.47 MI N OF JCT SSR 437 (Lat: 41.365203,  Lng: -72.105972),  Route carried "under" structure: US 1,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 9,600 (year 2020),  Truck Traffic: 5%,  Features Intersected: I-95, US 1 NB,SR 623&641,  Facility Carried by Structure: ROUTE 32 SB
Minimum Vertical Clearance: 6.73m (22.08ft),  Kilometerpoint: 162.351,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 2612,  Location: 0.47 MI N OF JCT SSR 437 (Lat: 41.365203,  Lng: -72.105972),  Route carried "under" structure: Ramp State highway 32,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 8%,  Features Intersected: I-95, US 1 NB,SR 623&641
Minimum Vertical Clearance: 5.23m (17.16ft),  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 2612,  Location: 0.47 MI N OF JCT SSR 437 (Lat: 41.365203,  Lng: -72.105972),  Route carried "under" structure: Interstate 95,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 49,300 (year 2017),  Truck Traffic: 14%,  Features Intersected: I-95, US 1 NB,SR 623&641,  Facility Carried by Structure: ROUTE 32 SB
Minimum Vertical Clearance: 6.60m (21.65ft),  Kilometerpoint: 150.152,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 2833,  Location: 1.6 MI N OF ROUTE 85 (Lat: 41.365008,  Lng: -72.105275),  Route carried "under" structure: Interstate 95,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 49,300 (year 2020),  Truck Traffic: 14%,  Features Intersected: I-95,US 1 NB,SR 623&641,  Facility Carried by Structure: ROUTE 32 NB
Minimum Vertical Clearance: 7.32m (24.02ft),  Kilometerpoint: 150.152,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.4m (132.5ft)

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Structure Number: 2833,  Location: 1.6 MI N OF ROUTE 85 (Lat: 41.365008,  Lng: -72.105275),  Route carried "under" structure: US 1,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 9,600 (year 2020),  Truck Traffic: 6%,  Features Intersected: I-95,US 1 NB,SR 623&641,  Facility Carried by Structure: ROUTE 32 NB
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 162.399,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.4m (132.5ft)

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Structure Number: 2833,  Location: 1.6 MI N OF ROUTE 85 (Lat: 41.365008,  Lng: -72.105275),  Route carried "under" structure: State highway 623,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 6,900 (year 2020),  Truck Traffic: 6%,  Features Intersected: I-95,US 1 NB,SR 623&641,  Facility Carried by Structure: ROUTE 32 NB
Minimum Vertical Clearance: 7.26m (23.82ft),  Kilometerpoint: 0.145,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.4m (132.5ft)

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Structure Number: 2833,  Location: 1.6 MI N OF ROUTE 85 (Lat: 41.365008,  Lng: -72.105275),  Route carried "under" structure: State highway 641,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 4,500 (year 2017),  Truck Traffic: 3%,  Features Intersected: I-95,US 1 NB,SR 623&641,  Facility Carried by Structure: ROUTE 32 NB
Minimum Vertical Clearance: 6.81m (22.34ft),  Kilometerpoint: 0.676,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.4m (132.5ft)

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Structure Number: 2833,  Location: 1.6 MI N OF ROUTE 85 (Lat: 41.365008,  Lng: -72.105275),  Route carried "under" structure: Ramp State highway 32,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 8%,  Features Intersected: I-95,US 1 NB,SR 623&641
Minimum Vertical Clearance: 7.19m (23.59ft),  Kilometerpoint: 0.515,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.4m (132.5ft)

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Structure Number: 2846,  Location: 0.2 MI N OF I-95 (Lat: 41.367319,  Lng: -72.105886),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 7,200 (year 2017),  Truck Traffic: 8%,  Features Intersected: I-95 SB TR 818,  Facility Carried by Structure: ROUTE 32 NB
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.8m (114.2ft)

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Structure Number: 2864,  Location: 0.2 MI N OF ROUTE 32 (Lat: 41.363553,  Lng: -72.102597),  Route carried "under" structure: State highway 641,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 8,100 (year 2017),  Truck Traffic: 1%,  Features Intersected: SR 641,  Facility Carried by Structure: I-95 NB TR 819
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 0.869,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 2875,  Location: 0.3 MI S OF I-95 (Lat: 41.360700,  Lng: -72.099858),  Route carried "under" structure: State highway 32,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 21,300 (year 2017),  Truck Traffic: 6%,  Features Intersected: ROUTE 32,  Facility Carried by Structure: SR 641
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 2888,  Location: 0.8 MI N OF I-95 (Lat: 41.370333,  Lng: -72.104586),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 7,400 (year 2017),  Truck Traffic: 9%,  Features Intersected: ROUTE 32 & I-95SB TR 817,  Facility Carried by Structure: SR 636 NB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 2888,  Location: 0.8 MI N OF I-95 (Lat: 41.370333,  Lng: -72.104586),  Route carried "under" structure: State highway 32,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 14,800 (year 2017),  Truck Traffic: 6%,  Features Intersected: ROUTE 32 & I-95SB TR 817,  Facility Carried by Structure: SR 636 NB
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 2897,  Location: 0.4 MI N OF I-95 (Lat: 41.371011,  Lng: -72.104008),  Route carried "under" structure: State highway 32,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 22,200 (year 2017),  Truck Traffic: 6%,  Features Intersected: RT 32+RAMP 3,I-95 TR 817,  Facility Carried by Structure: SR 635
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 1.529,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 2897,  Location: 0.4 MI N OF I-95 (Lat: 41.371011,  Lng: -72.104008),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 7,400 (year 2017),  Truck Traffic: 9%,  Features Intersected: RT 32+RAMP 3,I-95 TR 817,  Facility Carried by Structure: SR 635
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.016,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 2897,  Location: 0.4 MI N OF I-95 (Lat: 41.371011,  Lng: -72.104008),  Route carried "under" structure: Ramp Interstate 32,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 3,800 (year 2017),  Truck Traffic: 9%,  Features Intersected: RT 32+RAMP 3,I-95 TR 817,  Facility Carried by Structure: SR 635
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.145,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 382,  Location: 0.1 MI W OF THAMES RIVER (Lat: 41.364350,  Lng: -72.102764),  Route carried "under" structure: State highway 635,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 12,400 (year 2017),  Truck Traffic: 5%,  Features Intersected: WILLIAMS ST (SR 635),  Facility Carried by Structure: INTERSTATE-95 NB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.064,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.1m (118.4ft)

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Structure Number: 5315,  Location: 1.0 MI N OF I-95 (Lat: 41.381206,  Lng: -72.104564),  Route carried "under" structure: State highway 32,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 24,400 (year 2017),  Truck Traffic: 5%,  Features Intersected: ROUTE 32,  Facility Carried by Structure: PEDESTRIAN WALK
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 2.752,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.7m (104.0ft)