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

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Structure Number: 306,  Location: 0.2 MI E OF I- 395 (Lat: 41.766706,  Lng: -71.869442),  Route carried "on" structure: City street ,  Year Built: 1958,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 328 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 487 (year 2040),  Design Load: HS 20,  Features Intersected: SR 695,  Facility Carried by Structure: SQUAW ROCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.481,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 992,  Location: 50 FT W OF KENNEDY DRIVE (Lat: 41.915111,  Lng: -71.910939),  Route carried "on" structure: US 44,  Year Built: 1925,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 13,100 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,465 (year 2038),  Design Load: H 15,  Features Intersected: QUINEBAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.516,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 994,  Location: 2 MI EAST OF ROUTE 21 (Lat: 41.918769,  Lng: -71.829833),  Route carried "on" structure: US 44,  Year Built: 1931,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 4,700 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,984 (year 2036),  Features Intersected: FIVE MILE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 167.935,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 1424,  Location: .3 MI W OF US ROUTE 44 (Lat: 41.922842,  Lng: -71.907311),  Route carried "on" structure: State highway 171,  Year Built: 1952,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 9,700 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,413 (year 2039),  Design Load: HS 20,  Features Intersected: QUINEBAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.831,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  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: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1425,  Location: 600' WEST OF JCT ROUTE 12 (Lat: 41.921569,  Lng: -71.904097),  Route carried "on" structure: State highway 171,  Year Built: 1957,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 9,700 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,413 (year 2036),  Design Load: HS 20,  Features Intersected: PROV & WORC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.136,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3056,  Location: 1.3 MI S OF US ROUTE 44 (Lat: 41.905806,  Lng: -71.894050),  Route carried "on" structure: State highway 12,  Year Built: 1965,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 1,900 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,823 (year 2036),  Design Load: H 20,  Features Intersected: INTERSTATE-395
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 71.471,  Lanes on structure: 2,  Lanes under structure: 5,  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: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 3059,  Location: .3 MI S OF ROUTE US 44 (Lat: 41.920636,  Lng: -71.886678),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 6.54m (21.46ft),  Average Daily Traffic: 2,650 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,938 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE-395,  Facility Carried by Structure: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.494,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 306,  Location: 2.7 MI SOUTH OF ROUTE 200 (Lat: 41.924281,  Lng: -71.885142),  Route carried "on" structure: Interstate 395,  Year Built: 1965,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 12,200 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 18,128 (year 2037),  Design Load: HS 20,  Features Intersected: US ROUTE 44 (SCHOOL ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.897,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  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: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3061,  Location: AT THE JCT OF US ROUTE 44 (Lat: 41.924344,  Lng: -71.884261),  Route carried "on" structure: Interstate 395,  Year Built: 1965,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 9,200 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 13,670 (year 2037),  Design Load: HS 20,  Features Intersected: US ROUTE 44 (SCHOOL ST.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.929,  Lanes on structure: 2,  Lanes under structure: 4,  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: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 56.7 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: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3065,  Location: .11 MI SO THOMPSON TL. (Lat: 41.930950,  Lng: -71.881192),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 380 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 565 (year 2035),  Design Load: HS 20,  Features Intersected: INTERSTATE-395 SB,  Facility Carried by Structure: SAYLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.734,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 64.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3066,  Location: .11 SOUTH OF THOMPSON TL. (Lat: 41.930572,  Lng: -71.880175),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 400 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 594 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE-395 NB,  Facility Carried by Structure: SAYLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.717,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 3255,  Location: 0.2 MI WEST OF ROUTE 12 (Lat: 41.915036,  Lng: -71.911647),  Route carried "on" structure: US 44,  Year Built: 1935,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 9,800 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,562 (year 2036),  Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.500,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: 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: Better than 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3472,  Location: INTERSTATE 395 AT EXIT 45 (Lat: 41.899458,  Lng: -71.899022),  Route carried "on" structure: City street ,  Year Built: 1967,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 8,100 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,036 (year 2036),  Design Load: HS 20,  Features Intersected: I-395 & I-395 RAMP 061,  Facility Carried by Structure: KENNEDY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.243,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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: Built-up

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Structure Number: 3968,  Location: 1/8 MILE EAST OF SABIN ST (Lat: 41.918203,  Lng: -71.920408),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 772 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,147 (year 2040),  Design Load: HL 93,  Features Intersected: LITTLE RIVER,  Facility Carried by Structure: RECREATION PARK ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 76.1 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: 58.6 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Total Project Cost: $3,400,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3969,  Location: 0.5 MI SOUTH OF ROUTE 171 (Lat: 41.918522,  Lng: -71.910350),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 8,150 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,110 (year 2040),  Design Load: H 20,  Features Intersected: QUINEBAUG RIVER,  Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 3,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Underwater 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: 476,  Location: 1050'SOUTH OF ROUTE 171 (Lat: 41.927778,  Lng: -71.930164),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 1,370 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,036 (year 2036),  Design Load: H 20,  Features Intersected: LITTLE RIVER,  Facility Carried by Structure: WOODSTOCK AVE #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  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,  Inspection Date: September 2020,  Total Project Cost: $1,350,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4761,  Location: .5 MI WEST OF E PUTNAM RD (Lat: 41.897586,  Lng: -71.831633),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 333 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 495 (year 2040),  Design Load: HL 93,  Features Intersected: FIVE MILE RIVER,  Facility Carried by Structure: CHASE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.060,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 4762,  Location: .2 MI E OF TUCKER HILL RD (Lat: 41.914161,  Lng: -71.832428),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 857 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,273 (year 2040),  Features Intersected: FIVE MILE RIVER,  Facility Carried by Structure: FIVE MILE RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.444,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4763,  Location: 3000FT FR JCT ROUTE 44 (Lat: 41.927433,  Lng: -71.832556),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 646 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 960 (year 2038),  Design Load: HS 20,  Features Intersected: FIVE MILE RIVER,  Facility Carried by Structure: MUNYAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.364,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.0m (29.5ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 85.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4764,  Location: 0.7 MI SOUTH OF ROUTE 44 (Lat: 41.909039,  Lng: -71.819186),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,344 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,997 (year 2038),  Design Load: HS 20,  Features Intersected: CADY BROOK,  Facility Carried by Structure: EAST PUTNAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.285,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 57.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4765,  Location: 320FT EAST OF CADY ROAD (Lat: 41.905378,  Lng: -71.815481),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 233 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 346 (year 2040),  Design Load: HS 20,  Features Intersected: CADY BROOK,  Facility Carried by Structure: CHASE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.074,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 42.1 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: 32.4 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other

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Structure Number: 5544,  Location: 0.4 MI WEST OF KENNEDY DR (Lat: 41.912008,  Lng: -71.915892),  Route carried "on" structure: US 44,  Year Built: 1987,  Status: Open,  Structure Length: 2.03m (6.66ft),  Average Daily Traffic: 9,800 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,562 (year 2036),  Design Load: HS 20,  Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.969,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 77.1 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 5613,  Location: 0.2 MILE EAST OF ROUTE 44 (Lat: 41.917528,  Lng: -71.804100),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 103 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 153 (year 2040),  Design Load: HS 20,  Features Intersected: MARY BROWN BROOK,  Facility Carried by Structure: RHODE ISLND LINE R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.344,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other

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Structure Number: 5658,  Location: .5 MILE SOUTH OF ROUTE 44 (Lat: 41.912953,  Lng: -71.817489),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 658 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 978 (year 2040),  Features Intersected: MARY BROWN BROOK,  Facility Carried by Structure: EAST PUTNAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Channel: Fair,  Culverts: Serious,  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: 78.1 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: High priority of corrective action,  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,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Total Project Cost: $2,119,000 ( Estimate for 2015)

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Structure Number: 6652,  Location: 42 FEET N OF BRIDGE 03472 (Lat: 41.900017,  Lng: -71.896758),  Route carried "on" structure: Ramp Interstate 395,  Year Built: 1966,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 6,200 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,213 (year 2037),  Features Intersected: PERRY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.855,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  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: June 2021

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Structure Number: 6653,  Location: I-395 NEAR MP 45 (Lat: 41.899106,  Lng: -71.899272),  Route carried "on" structure: Interstate 395,  Year Built: 1966,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 27,100 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 40,268 (year 2037),  Features Intersected: CULVER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.807,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  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: August 2021

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Structure Number: 6872,  Location: 400 FT W KENNEDY DR (Lat: 41.900417,  Lng: -71.902556),  Route carried "on" structure: Business City street ,  Year Built: 2015,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 104 (year 2020),  Truck Traffic: 50%,  Average Future Daily Traffic: 155 (year 2040),  Design Load: HL 93,  Features Intersected: QUINEBAUG RIVER,  Facility Carried by Structure: TECHNOLOGY PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.1 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: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 993,  Location: JCT 44 & RT 12(S MAIN ST) (Lat: 41.915600,  Lng: -71.907817),  Route carried "under" structure: US 44,  Year Built: 1913,  Structure Length: 0. m,  Average Daily Traffic: 9,400 (year 2016),  Truck Traffic: 5%,  Features Intersected: US ROUTE 44,  Facility Carried by Structure: P & W NORWICH
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 160.790,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 3056,  Location: 1.3 MI S OF US ROUTE 44 (Lat: 41.905806,  Lng: -71.894050),  Route carried "under" structure: Interstate 395,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 24,000 (year 2017),  Truck Traffic: 16%,  Features Intersected: INTERSTATE-395,  Facility Carried by Structure: ROUTE 12
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 73.708,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 3059,  Location: .3 MI S OF ROUTE US 44 (Lat: 41.920636,  Lng: -71.886678),  Route carried "under" structure: Interstate 395,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 24,200 (year 2017),  Truck Traffic: 16%,  Features Intersected: INTERSTATE-395,  Facility Carried by Structure: WALNUT STREET
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 75.494,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 306,  Location: 2.7 MI SOUTH OF ROUTE 200 (Lat: 41.924281,  Lng: -71.885142),  Route carried "under" structure: US 44,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 13,100 (year 2016),  Truck Traffic: 8%,  Features Intersected: US ROUTE 44 (SCHOOL ST),  Facility Carried by Structure: INTERSTATE-395 SB
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 163.107,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 3061,  Location: AT THE JCT OF US ROUTE 44 (Lat: 41.924344,  Lng: -71.884261),  Route carried "under" structure: US 44,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 13,100 (year 2016),  Truck Traffic: 8%,  Features Intersected: US ROUTE 44 (SCHOOL ST.),  Facility Carried by Structure: INTERSTATE-395 NB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 163.171,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 3065,  Location: .11 MI SO THOMPSON TL. (Lat: 41.930950,  Lng: -71.881192),  Route carried "under" structure: Interstate 395,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 11,800 (year 2014),  Truck Traffic: 16%,  Features Intersected: INTERSTATE-395 SB,  Facility Carried by Structure: SAYLE AVENUE
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 76.717,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 3066,  Location: .11 SOUTH OF THOMPSON TL. (Lat: 41.930572,  Lng: -71.880175),  Route carried "under" structure: Interstate 395,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 14%,  Features Intersected: INTERSTATE-395 NB,  Facility Carried by Structure: SAYLE AVENUE
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 76.717,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 3076,  Location: 1.69 MI SO THOMPSON TL. (Lat: 41.909353,  Lng: -71.891608),  Route carried "under" structure: Interstate 395,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 22,100 (year 2017),  Truck Traffic: 16%,  Features Intersected: INTERSTATE-395,  Facility Carried by Structure: HERITAGE ROAD
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 74.175,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 3472,  Location: INTERSTATE 395 AT EXIT 45 (Lat: 41.899458,  Lng: -71.899022),  Route carried "under" structure: Ramp Interstate 395,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 5,100 (year 2017),  Truck Traffic: 14%,  Features Intersected: I-395 & I-395 RAMP 061,  Facility Carried by Structure: KENNEDY DRIVE
Minimum Vertical Clearance: 6.33m (20.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 3472,  Location: INTERSTATE 395 AT EXIT 45 (Lat: 41.899458,  Lng: -71.899022),  Route carried "under" structure: Interstate 395,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 22,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I-395 & I-395 RAMP 061,  Facility Carried by Structure: KENNEDY DRIVE
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 72.855,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 3473,  Location: .3 MI N OF KENNEDY DRIVE (Lat: 41.903678,  Lng: -71.896911),  Route carried "under" structure: Interstate 395,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 24,000 (year 2017),  Truck Traffic: 10%,  Features Intersected: INTERSTATE-395,  Facility Carried by Structure: P&W RAILROAD
Minimum Vertical Clearance: 6.63m (21.75ft),  Kilometerpoint: 73.370,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 29.0m (95.1ft)