Bridge Statistics for East Lyme, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 25,  Location: 0.5 MI S OF US ROUTE 1 (Lat: 41.044800,  Lng: -73.551253),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 5.81m (19.06ft),  Average Daily Traffic: 3,700 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,498 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE-95,  Facility Carried by Structure: FAIRFIELD AVENUE 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.2 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: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 247,  Location: 0.7 MI N. OF ROUTE 156 (Lat: 41.325486,  Lng: -72.249964),  Route carried "on" structure: ServiceState highway 449,  Year Built: 1958,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.74m (15.55ft),  Average Daily Traffic: 3,600 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,349 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.062,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.4m (60.4ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 248,  Location: 2.3 MI S. OF ROUTE 161 (Lat: 41.336506,  Lng: -72.241292),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 66,402 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 98,667 (year 2039),  Design Load: H 20,  Features Intersected: NORTH BRIDE BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 136.665,  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,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 28.9m (94.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 91.9 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: Febuary 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: 249,  Location: 1.3 MILE S ROUTE 161 (Lat: 41.344817,  Lng: -72.228811),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 7.63m (25.03ft),  Average Daily Traffic: 3,100 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,606 (year 2038),  Design Load: HL 93,  Features Intersected: INTERSTATE 95,  Facility Carried by Structure: SOCIETY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.963,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25,  Location: 0.4 MI S OF US ROUTE 1 (Lat: 41.360906,  Lng: -72.209733),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 3.24m (10.63ft),  Average Daily Traffic: 59,100 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 87,817 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 161
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 140.447,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 28.6m (93.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 51.2 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: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Total Project Cost: $112,000,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 251,  Location: 0.5 MI N OF ROUTE 161 (Lat: 41.366367,  Lng: -72.204931),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 72,700 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 108,025 (year 2037),  Design Load: H 20,  Features Intersected: LATIMERS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 141.188,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 252,  Location: 0.8 MI N OF ROUTE 161 (Lat: 41.370078,  Lng: -72.201647),  Route carried "on" structure: US 1,  Year Built: 1958,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 12,500 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,574 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 149.621,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 28.6m (93.8ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 253,  Location: 1.3MI N OF ROUTE 161 (Lat: 41.375158,  Lng: -72.193214),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 26,500 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 39,376 (year 2037),  Design Load: H 20,  Features Intersected: INTERSTATE-395 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 142.556,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.9m (94.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 80.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.5 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: High priority of corrective action,  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

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Structure Number: 634,  Location: 1.5 M SOUTH OF ROUTE 66 (Lat: 41.553328,  Lng: -72.633347),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 7,812 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,608 (year 2041),  Design Load: HS 20,  Features Intersected: ROUTE 9,  Facility Carried by Structure: SILVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.341,  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: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 36.3 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: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 676,  Location: 1.5 MILES N OF ROUTE 200 (Lat: 41.985156,  Lng: -71.898089),  Route carried "on" structure: State highway 12,  Year Built: 1937,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 4,000 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,944 (year 2036),  Design Load: H 20,  Features Intersected: FRENCH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 82.672,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.9 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 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: 725,  Location: 1.1 MI S OF ROUTE 33 (Lat: 41.158533,  Lng: -73.394656),  Route carried "on" structure: State highway 15,  Year Built: 1937,  Status: Posted for load-capacity,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 63,100 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 93,760 (year 2035),  Design Load: H 20,  Features Intersected: ROUTE 53
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.479,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 732,  Location: 1.1 MI W OF TOWN LINE (Lat: 41.168431,  Lng: -73.342200),  Route carried "on" structure: City street ,  Year Built: 1939,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 2.36m (7.74ft),  Average Daily Traffic: 9,100 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,522 (year 2037),  Design Load: H 20,  Features Intersected: ROUTE 15,  Facility Carried by Structure: NORTH AVENUE #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.948,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Superstructure: Fair,  Substructure: Good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2973,  Location: 0.6 MI S OF ROUTE 161 (Lat: 41.367758,  Lng: -72.219544),  Route carried "on" structure: US 1,  Year Built: 2017,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 8,100 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,036 (year 2038),  Design Load: HL 93,  Features Intersected: PATTAGANSETT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 147.915,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3327,  Location: 3.5 MI S OF ROUTE 161 (Lat: 41.344903,  Lng: -72.260192),  Route carried "on" structure: US 1,  Year Built: 1982,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,700 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,498 (year 2038),  Features Intersected: FOUR MILE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 143.232,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 4074,  Location: 0.3 MI E OF ROUTE 156 (Lat: 41.313864,  Lng: -72.218158),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 1,062 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,578 (year 2040),  Design Load: HS 20,  Features Intersected: PATTAGANSETT RIVER,  Facility Carried by Structure: FAIRHAVEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 4659,  Location: 700 FT W OF ROUTE 161 (Lat: 41.355736,  Lng: -72.212506),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,010 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,987 (year 2040),  Design Load: HS 20,  Features Intersected: PATTAGANSETT RIVER,  Facility Carried by Structure: INDUSTRIAL PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Fair,  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,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5297,  Location: 0.1 MI N OF ROUTE 161 (Lat: 41.366331,  Lng: -72.207325),  Route carried "on" structure: US 1,  Year Built: 1984,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 14,300 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,248 (year 2035),  Design Load: HS 20,  Features Intersected: LATIMER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 148.977,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 5318,  Location: 0.3 MI N OF I-95 (Lat: 41.370011,  Lng: -72.196767),  Route carried "on" structure: US 1,  Year Built: 1985,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 10,800 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,048 (year 2038),  Design Load: HS 20,  Features Intersected: LATIMERS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 150.087,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 61.9 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: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 5623,  Location: 0.1 MI E OF MATFIELD TER. (Lat: 41.383808,  Lng: -72.214150),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 316 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 470 (year 2040),  Design Load: HS 20,  Features Intersected: LATIMER BROOK,  Facility Carried by Structure: COLONY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 5624,  Location: 0.2 MI E OF ROUTE 161 (Lat: 41.410542,  Lng: -72.221706),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 125 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 186 (year 2040),  Design Load: HS 20,  Features Intersected: LATIMER BROOK,  Facility Carried by Structure: CHAPMAN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5661,  Location: W. OF ARCADIA ROAD (Lat: 41.300114,  Lng: -72.232550),  Route carried "on" structure: City street ,  Year Built: 1962,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 106 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 158 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTH BRIDE BROOK ROAD,  Facility Carried by Structure: HILL TOP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 71.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6026,  Location: .80 MI E OF JCT ROUTE 161 (Lat: 41.324000,  Lng: -72.176528),  Route carried "on" structure: State highway 156,  Year Built: 1991,  Status: Open,  Structure Length: 55.69m (182.71ft),  Average Daily Traffic: 9,000 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,373 (year 2038),  Design Load: HS 20,  Features Intersected: NIANTIC RIVER & LOCAL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.865,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Navigation Control: Yes ( Vertical Clearance: 9.1m (29.9ft), Horizontal Clearance: 30.5m (100.1ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 11,  Length of Maximum Span: 43.9m (144.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Critical Feature Inspection Date: January 2020,  Underwater Inspection Date: January 2020,  Total Project Cost: $11,350,000 ( Estimate for 2015),  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: 6273,  Location: 0.1 MI E OF SR 449 (Lat: 41.316842,  Lng: -72.243558),  Route carried "on" structure: State highway 156,  Year Built: 1994,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 10,400 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,453 (year 2038),  Design Load: HS 20,  Features Intersected: BRIDE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.991,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  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: 634,  Location: MAIN ACCESS ROAD TO BEACH (Lat: 41.302611,  Lng: -72.240092),  Route carried "on" structure: State lands road ,  Year Built: 1987,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 3,196 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,749 (year 2039),  Design Load: HS 20,  Features Intersected: BRIDE BROOK,  Facility Carried by Structure: BEACH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 1,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 15.9m (52.2ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 96.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  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: 6341,  Location: OUTLET ROAD FROM BEACH (Lat: 41.302633,  Lng: -72.239075),  Route carried "on" structure: State lands road ,  Year Built: 1992,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 3,196 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,749 (year 2039),  Design Load: HS 20,  Features Intersected: BRIDE BROOK,  Facility Carried by Structure: BEACH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 1,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 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-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  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: 676,  Location: 25 FT E OF ROUTE 161 (Lat: 41.397450,  Lng: -72.223147),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 308 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 458 (year 2040),  Design Load: HS 20,  Features Intersected: LATIMER BROOK,  Facility Carried by Structure: ROCCO DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6961,  Location: 0.1 MI E OF ROUTE 161 (Lat: 41.371303,  Lng: -72.209097),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 255 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 379 (year 2040),  Features Intersected: LATIMER BROOK,  Facility Carried by Structure: EGRET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 247,  Location: 0.7 MI N. OF ROUTE 156 (Lat: 41.325486,  Lng: -72.249964),  Route carried "under" structure: Interstate 95,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 59,400 (year 2020),  Truck Traffic: 9%,  Features Intersected: INTERSTATE-95,  Facility Carried by Structure: SSR 449
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 135.217,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 249,  Location: 1.3 MILE S ROUTE 161 (Lat: 41.344817,  Lng: -72.228811),  Route carried "under" structure: Interstate 95,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 61,800 (year 2020),  Truck Traffic: 9%,  Features Intersected: INTERSTATE 95,  Facility Carried by Structure: SOCIETY ROAD
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 138.066,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 25,  Location: 0.4 MI S OF US ROUTE 1 (Lat: 41.360906,  Lng: -72.209733),  Route carried "under" structure: State highway 161,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 19,300 (year 2018),  Truck Traffic: 5%,  Features Intersected: ROUTE 161,  Facility Carried by Structure: INTERSTATE-95
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 4.828,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 252,  Location: 0.8 MI N OF ROUTE 161 (Lat: 41.370078,  Lng: -72.201647),  Route carried "under" structure: Interstate 95,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 69,500 (year 2017),  Truck Traffic: 14%,  Features Intersected: INTERSTATE-95,  Facility Carried by Structure: US ROUTE 1 (Boston
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 141.703,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 253,  Location: 1.3MI N OF ROUTE 161 (Lat: 41.375158,  Lng: -72.193214),  Route carried "under" structure: Interstate 395,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 13,300 (year 2017),  Truck Traffic: 9%,  Features Intersected: INTERSTATE-395 NB,  Facility Carried by Structure: INTERSTATE-95 SB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.9m (94.8ft)