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

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Structure Number: 992,  Location: 50 FT W OF KENNEDY DRIVE (Lat: 41.901667,  Lng: -71.911667),  Route carried "on" structure: US 44,  Year Built: 1925,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 11,300 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,650 (year 2026),  Design Load: H 15,  Features Intersected: QUINEBAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.482,  Lanes on structure: 2,  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: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  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,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2007,  Underwater Inspection Date: December 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 994,  Location: 2 MI EAST OF ROUTE 21 (Lat: 41.918333,  Lng: -71.830000),  Route carried "on" structure: US 44,  Year Built: 1931,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 5,500 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,750 (year 2026),  Design Load: H 20,  Features Intersected: FIVE MILE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 167.899,  Lanes on structure: 2,  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: 52.2 metric tons,  Inventory Rating: 30.6 metric tons,  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,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000)

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Structure Number: 1424,  Location: .3 MI W OF US ROUTE 44 (Lat: 41.921667,  Lng: -71.906667),  Route carried "on" structure: State highway 171,  Year Built: 1952,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 8,700 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,350 (year 2026),  Design Load: HS 20,  Features Intersected: QUINEBAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.824,  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: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 57.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Underwater Inspection Date: December 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 41.919639,  Lng: -71.903333),  Route carried "on" structure: State highway 171,  Year Built: 1957,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 10,200 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,100 (year 2026),  Design Load: HS 20,  Features Intersected: PROV & WORC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.129,  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 41.905000,  Lng: -71.893333),  Route carried "on" structure: State highway 12,  Year Built: 1965,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 2,300 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,150 (year 2026),  Design Load: H 20,  Features Intersected: INTERSTATE-395
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 71.456,  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: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 86.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 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,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 41.920000,  Lng: -71.886667),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 2,100 (year 1995),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,050 (year 2026),  Design Load: HS 20,  Features Intersected: INTERSTATE-395,  Facility Carried by Structure: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.478,  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: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 41.923333,  Lng: -71.885000),  Route carried "on" structure: Interstate 395,  Year Built: 1965,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 12,150 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,075 (year 2026),  Design Load: HS 20,  Features Intersected: US ROUTE 44
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.880,  Lanes on structure: 3,  Lanes under structure: 2,  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: 22.6m (74.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 41.923333,  Lng: -71.885000),  Route carried "on" structure: Interstate 395,  Year Built: 1965,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 12,050 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,025 (year 2026),  Design Load: HS 20,  Features Intersected: US ROUTE 44
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.913,  Lanes on structure: 2,  Lanes under structure: 2,  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: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 41.930000,  Lng: -71.881667),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 300 (year 1991),  Truck Traffic: 7%,  Average Future Daily Traffic: 150 (year 2026),  Design Load: HS 20,  Features Intersected: INTERSTATE-395 SB,  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: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 41.930000,  Lng: -71.880000),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 300 (year 1991),  Truck Traffic: 7%,  Average Future Daily Traffic: 150 (year 2026),  Design Load: HS 20,  Features Intersected: INTERSTATE-395 NB,  Facility Carried by Structure: SAYLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.701,  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: Good,  Substructure: Satisfactory,  Operating Rating: 79.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 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,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 3076,  Location: 1.69 MI SO THOMPSON TL. (Lat: 41.910000,  Lng: -71.891667),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 1,800 (year 1993),  Truck Traffic: 2%,  Average Future Daily Traffic: 900 (year 2026),  Design Load: H 20,  Features Intersected: INTERSTATE-395,  Facility Carried by Structure: HERITAGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.159,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  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: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3255,  Location: 0.2 MI WEST OF ROUTE 12 (Lat: 41.915000,  Lng: -71.911667),  Route carried "on" structure: US 44,  Year Built: 1935,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 11,300 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,650 (year 2026),  Design Load: H 20,  Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.466,  Lanes on structure: 2,  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: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.2 metric tons,  Inventory Rating: 30.6 metric tons,  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,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000)

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Structure Number: 3472,  Location: INTERSTATE 395 AT EXIT 95 (Lat: 41.898333,  Lng: -71.898333),  Route carried "on" structure: City street ,  Year Built: 1967,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 8,300 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,150 (year 2026),  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: 0.901,  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: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 0.68 MI EAST OF ROUTE 44 (Lat: 41.928333,  Lng: -71.920000),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,070 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,035 (year 2026),  Design Load: HS 20,  Features Intersected: LITTLE RIVER,  Facility Carried by Structure: RECREATION PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.611,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Poor,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 41.931667,  Lng: -71.910000),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 7,470 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,735 (year 2026),  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: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Underwater Inspection Date: Febuary 2005,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 41.927500,  Lng: -71.930000),  Route carried "on" structure: City street ,  Year Built: 1937,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,150 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 575 (year 2026),  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: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Underwater Inspection Date: August 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 41.897500,  Lng: -71.815000),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 290 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 145 (year 2026),  Design Load: H 15,  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: 4.9m (16.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Underwater Inspection Date: August 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4762,  Location: .2 MI E OF TUCKER HILL RD (Lat: 41.914167,  Lng: -71.831667),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 805 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 403 (year 2026),  Features Intersected: FIVE MILE RIVER,  Facility Carried by Structure: FIVE MILE RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.443,  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 52.2 metric tons,  Inventory Rating: 30.6 metric tons,  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 minimum criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Underwater Inspection Date: August 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 41.921667,  Lng: -71.831667),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 575 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 288 (year 2026),  Design Load: HS 20,  Features Intersected: FIVE MILE RIVER,  Facility Carried by Structure: MUNYAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.363,  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: 8.8m (28.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.6 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: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 41.913333,  Lng: -71.820000),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,150 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 575 (year 2026),  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: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 41.893333,  Lng: -71.831667),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 203 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 102 (year 2026),  Design Load: HS 20,  Features Intersected: CADY BROOK,  Facility Carried by Structure: CHASE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.073,  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: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5544,  Location: 0.4 MI WEST OF KENNEDY DR (Lat: 41.905000,  Lng: -71.915000),  Route carried "on" structure: US 44,  Year Built: 1987,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 11,300 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,650 (year 2026),  Design Load: HS 20,  Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.935,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5613,  Location: 0.2 MILE EAST OF ROUTE 44 (Lat: 41.916667,  Lng: -71.803333),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 90 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 45 (year 2026),  Design Load: HS 20,  Features Intersected: MARY BROWN BROOK,  Facility Carried by Structure: RHODE ISLND LINERD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.335,  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: 6.7m (22.0ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5658,  Location: .5 MILE SOUTH OF ROUTE 44 (Lat: 41.910000,  Lng: -71.816667),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 575 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 288 (year 2026),  Features Intersected: STREAM,  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: 7.3m (24.0ft),  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: 10.1m (33.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to 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,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000)

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Structure Number: 6652,  Location: 42 FEET N OF BRIDGE 03472 (Lat: 41.899358,  Lng: -71.898925),  Route carried "on" structure: Ramp Interstate 395,  Year Built: 1966,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 21,700 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,850 (year 2026),  Design Load: HS 20,  Features Intersected: PERRY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.839,  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: Culverts: Satisfactory,  Operating Rating: 56.7 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000)

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Structure Number: 6653,  Location: I-395 NEAR MP 45 (Lat: 41.899342,  Lng: -71.898911),  Route carried "on" structure: Interstate 395,  Year Built: 1966,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 23,700 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,850 (year 2026),  Features Intersected: CULVER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.791,  Lanes on structure: 6,  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: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000)

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Structure Number: 993,  Location: JCT 44 & RT 12(S MAIN ST) (Lat: 41.915000,  Lng: -71.906667),  Route carried "under" structure: US 44,  Year Built: 1913,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 9,100 (year 2006),  Truck Traffic: 5%,  Features Intersected: US ROUTE 44,  Facility Carried by Structure: P & W NORWICH
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 160.755,  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: 41.905000,  Lng: -71.893333),  Route carried "under" structure: Interstate 395,  Year Built: 1965,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 25,500 (year 2006),  Truck Traffic: 10%,  Features Intersected: INTERSTATE-395,  Facility Carried by Structure: ROUTE 12
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 71.456,  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: 41.920000,  Lng: -71.886667),  Route carried "under" structure: Interstate 395,  Year Built: 1965,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 25,200 (year 2005),  Truck Traffic: 10%,  Features Intersected: INTERSTATE-395,  Facility Carried by Structure: WALNUT STREET
Minimum Vertical Clearance: 7.49m (24.57ft),  Kilometerpoint: 75.478,  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: 41.923333,  Lng: -71.885000),  Route carried "under" structure: US 44,  Year Built: 1965,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 14,400 (year 2003),  Truck Traffic: 5%,  Features Intersected: US ROUTE 44,  Facility Carried by Structure: INTERSTATE-395 SB
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 163.072,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 3061,  Location: AT THE JCT OF US ROUTE 44 (Lat: 41.923333,  Lng: -71.885000),  Route carried "under" structure: US 44,  Year Built: 1965,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 15,700 (year 2005),  Truck Traffic: 5%,  Features Intersected: US ROUTE 44,  Facility Carried by Structure: INTERSTATE-395 NB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 163.137,  Lanes on structure: 2,  Lanes under structure: 2,  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: 41.930000,  Lng: -71.881667),  Route carried "under" structure: Interstate 395,  Year Built: 1965,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 13,000 (year 2006),  Truck Traffic: 10%,  Features Intersected: INTERSTATE-395 SB,  Facility Carried by Structure: SAYLE AVENUE
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 76.701,  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: 41.930000,  Lng: -71.880000),  Route carried "under" structure: Interstate 395,  Year Built: 1965,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 13,000 (year 2006),  Truck Traffic: 10%,  Features Intersected: INTERSTATE-395 NB,  Facility Carried by Structure: SAYLE AVENUE
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 76.701,  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: 41.910000,  Lng: -71.891667),  Route carried "under" structure: Interstate 395,  Year Built: 1965,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 23,500 (year 2005),  Truck Traffic: 10%,  Features Intersected: INTERSTATE-395,  Facility Carried by Structure: HERITAGE STREET
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 74.159,  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 95 (Lat: 41.898333,  Lng: -71.898333),  Route carried "under" structure: Interstate 395,  Year Built: 1967,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 23,500 (year 2005),  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: 72.839,  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: 3472,  Location: INTERSTATE 395 AT EXIT 95 (Lat: 41.898333,  Lng: -71.898333),  Route carried "under" structure: Ramp Interstate 395,  Year Built: 1967,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 4,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: I-395 & I-395 RAMP 061,  Facility Carried by Structure: KENNEDY DRIVE
Minimum Vertical Clearance: 6.32m (20.73ft),  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: 3473,  Location: .3 MI N OF KENNEDY DRIVE (Lat: 41.903333,  Lng: -71.896667),  Route carried "under" structure: Interstate 395,  Year Built: 1966,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 25,500 (year 2006),  Truck Traffic: 10%,  Features Intersected: INTERSTATE-395,  Facility Carried by Structure: P&W RAILROAD
Minimum Vertical Clearance: 6.63m (21.75ft),  Kilometerpoint: 73.354,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 28.7m (94.2ft)