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

Find on map >> Show street view

Structure Number: 676, Location: 1.5 MILES N OF ROUTE 200 (Lat: 41.996667, Lng: -71.898333), Route carried "on" structure: State highway 12, Year Built: 1937, Year Reconstructed: 1988, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 4,500 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 2,250 (year 2030), Design Load: H 20, Features Intersected: FRENCH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.654, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 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, 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 10, Underwater Inspection Date: August 10, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing

Find on map >> Show street view

Structure Number: 677, Location: 1.5 MI NORTH OF ROUTE 200 (Lat: 41.985000, Lng: -71.898333), Route carried "on" structure: State highway 12, Year Built: 2010, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,400 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 2,200 (year 2030), Design Load: HS 20, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.687, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 3.9m (12.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 15.9m (52.2ft)

Condition: Channel: Very good, Culverts: Good, Operating Rating: 52.2 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 11, Underwater Inspection Date: March 11, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 1529, Location: 2.2 MI SOUTH OF MASS SL (Lat: 41.995000, Lng: -71.843333), Route carried "on" structure: State highway 193, Year Built: 1950, Year Reconstructed: 1985, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,600 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 800 (year 2030), Design Load: HS 20, Features Intersected: ABANDONED RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.128, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Inventory Rating: 65.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 12, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing

Find on map >> Show street view

Structure Number: 1536, Location: .2 MI WEST OF ROUTE 131 (Lat: 42.028333, Lng: -71.953333), Route carried "on" structure: State highway 197, Year Built: 1931, Year Reconstructed: 1987, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 2,300 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 1,150 (year 2030), Features Intersected: QUINEBAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.734, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.6 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: Better than present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 10, Critical Feature Inspection Date: July 10, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing

Find on map >> Show street view

Structure Number: 1539, Location: .4 E OF BUCKLEY HILL RD (Lat: 41.981667, Lng: -71.873333), Route carried "on" structure: State highway 200, Year Built: 1960, Year Reconstructed: 1988, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 5,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 2,500 (year 2030), Design Load: HS 20, Features Intersected: ABANDONED RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.689, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 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, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

Find on map >> Show street view

Structure Number: 3068, Location: 1 MILE NORTH OF ROUTE 44 (Lat: 41.943333, Lng: -71.878333), Route carried "on" structure: Interstate 395, Year Built: 1965, Year Reconstructed: 1993, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 12,450 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 6,225 (year 2030), Design Load: HS 20, Features Intersected: BALLARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.101, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, 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: September 10, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

Find on map >> Show street view

Structure Number: 3069, Location: 1 MI NORTH OF EXIT 97 (Lat: 41.941667, Lng: -71.880000), Route carried "on" structure: Interstate 395, Year Built: 1965, Year Reconstructed: 1993, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 12,450 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 6,225 (year 2030), Design Load: HS 20, Features Intersected: BALLARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.101, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: 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: September 10, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

Find on map >> Show street view

Structure Number: 3071, Location: 1 MI NORTH OF US ROUTE 44 (Lat: 41.946667, Lng: -71.881667), Route carried "on" structure: State highway 193, Year Built: 1965, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 2,400 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 1,200 (year 2030), Design Load: H 20, Features Intersected: INTERSTATE-395
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 74.7 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, 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: March 12, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

Find on map >> Show street view

Structure Number: 3072, Location: 2.1 MI N JCT US ROUTE 44 (Lat: 41.951667, Lng: -71.880000), Route carried "on" structure: Interstate 395, Year Built: 1965, Year Reconstructed: 1993, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 10,900 (year 2010), Truck Traffic: 16%, Average Future Daily Traffic: 5,450 (year 2030), Design Load: HS 20, Features Intersected: RAMP 072 (I-395 NB)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.308, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 87.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 12, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

Find on map >> Show street view

Structure Number: 3474, Location: 3 MI N OF US ROUTE 44 (Lat: 41.965000, Lng: -71.873333), Route carried "on" structure: State highway 200, Year Built: 1967, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 5,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 2,500 (year 2030), Design Load: HS 20, Features Intersected: INTERSTATE-395
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.834, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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 11, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

Find on map >> Show street view

Structure Number: 3475, Location: 3.17 MI NORTH PUTNAM TL. (Lat: 41.973333, Lng: -71.865000), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 60 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 30 (year 2030), Design Load: HS 20, Features Intersected: INTERSTATE-395, Facility Carried by Structure: SUNSET HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.162, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.6m (97.1ft), 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: 10.8m (35.4ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 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: 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, Inspection Date: September 11, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

Find on map >> Show street view

Structure Number: 3476, Location: 3.0 MI SOUTH MASS SL. (Lat: 41.981667, Lng: -71.855000), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 10.85m (35.60ft), Average Daily Traffic: 184 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 92 (year 2030), Design Load: HS 20, Features Intersected: INTERSTATE-395, Facility Carried by Structure: LOWELL DAVIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.162, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 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: Equal to present minimum criteria, Underclear: 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: March 12, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

Find on map >> Show street view

Structure Number: 3477, Location: APPROX 1 MILE SOUTH EX100 (Lat: 41.986667, Lng: -71.853333), Route carried "on" structure: Interstate 395, Year Built: 1968, Year Reconstructed: 1994, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 10,850 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 5,425 (year 2030), Design Load: HS 20, Features Intersected: ABANDONED RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.765, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

Find on map >> Show street view

Structure Number: 3478, Location: APPROX 1MILE SOUTH EX 100 (Lat: 41.986667, Lng: -71.853333), Route carried "on" structure: Interstate 395, Year Built: 1968, Year Reconstructed: 1994, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 10,850 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 5,425 (year 2030), Design Load: HS 20, Features Intersected: ABANDONED RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.813, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

Find on map >> Show street view

Structure Number: 3479, Location: .35 MI NORTH OF ROUTE 200 (Lat: 42.008333, Lng: -71.855000), Route carried "on" structure: Interstate 395, Year Built: 1967, Year Reconstructed: 1993, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 9,850 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 4,925 (year 2030), Design Load: HS 20, Features Intersected: WILSONVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.162, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: October 11, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

Find on map >> Show street view

Structure Number: 348, Location: 3.5 MI NORTH OF ROUTE 200 (Lat: 42.008333, Lng: -71.855000), Route carried "on" structure: Interstate 395, Year Built: 1967, Year Reconstructed: 1993, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 9,850 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 4,925 (year 2030), Design Load: HS 20, Features Intersected: WILSONVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.162, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: October 11, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

Find on map >> Show street view

Structure Number: 3949, Location: 0.1 MI SOUTH OF ROUTE 12 (Lat: 41.998333, Lng: -71.895000), Route carried "on" structure: City street , Year Built: 1937, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 1,440 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 720 (year 2030), Features Intersected: FRENCH RIVER, Facility Carried by Structure: BUCKLEY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.813, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 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: 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 10, Underwater Inspection Date: July 10, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 395, Location: 0.1 MI SO OF ROUTE 12 (Lat: 41.988889, Lng: -71.896667), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 567 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 284 (year 2030), Design Load: HS 20, Features Intersected: FRENCH RIVER CANAL, Facility Carried by Structure: BUCKLEY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.446, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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: August 10, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

Find on map >> Show street view

Structure Number: 3971, Location: 0.8 MI WEST OF ROUTE 12 (Lat: 41.941667, Lng: -71.901667), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 2,129 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 1,065 (year 2030), Design Load: HS 20, Features Intersected: DAM SPILLWAY, Facility Carried by Structure: WEST THOMPSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.429, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 4407, Location: 0.6 MI SOUTH OF ROUTE 131 (Lat: 42.010000, Lng: -71.941667), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 1,443 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 722 (year 2030), Design Load: HS 20, Features Intersected: QUINNEBAUG RIVER, Facility Carried by Structure: FABYAN WOODSTCK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: 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 10, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing

Find on map >> Show street view

Structure Number: 4792, Location: 3 MI SOUTH OF ROUTE 131 (Lat: 41.990000, Lng: -71.921667), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 206 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 103 (year 2030), Design Load: H 20, Features Intersected: QUINEBAUG RIVER, Facility Carried by Structure: BRICKYARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.008, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 66.6 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, 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 10, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 4793, Location: 600 FT EAST OF FABYAN RD (Lat: 41.980000, Lng: -71.920000), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 824 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 412 (year 2030), Features Intersected: QUINEBAUG RIVER, Facility Carried by Structure: RED BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: 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: August 10, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 4794, Location: 200 FEET WEST OF ROUTE 12 (Lat: 41.973333, Lng: -71.893333), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 1972, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,082 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 541 (year 2030), Features Intersected: FRENCH RIVER, Facility Carried by Structure: BLAIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.158, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing

Find on map >> Show street view

Structure Number: 4797, Location: 200 FEET EAST OF ROUTE 12 (Lat: 42.013056, Lng: -71.886667), Route carried "on" structure: City street , Year Built: 1936, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 600 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 300 (year 2030), Design Load: H 15, Features Intersected: FRENCH RIVER, Facility Carried by Structure: WILSONVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.781, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Steel, 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, 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 10, Underwater Inspection Date: August 10, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 4799, Location: 0.5 MI EAST OF E THOMPSON (Lat: 41.985000, Lng: -71.815000), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 237 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 119 (year 2030), Features Intersected: FIVE MILE RIVER, Facility Carried by Structure: SPICER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.234, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000

Find on map >> Show street view

Structure Number: 48, Location: 0.5 M S OF EAST THOMPS (Lat: 41.941200, Lng: -71.829953), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 520 (year 2008), Average Future Daily Traffic: 260 (year 2030), Design Load: HS 20, Features Intersected: FIVE MILE RIVER, Facility Carried by Structure: QUADDICK TOWN FARM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Very good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 10, Other Special Inspection Date: August 11, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000

Find on map >> Show street view

Structure Number: 5223, Location: 2 MI EAST OF ROUTE 193 (Lat: 41.940000, Lng: -71.830000), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,030 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 515 (year 2030), Features Intersected: FIVE MILE RIVER, Facility Carried by Structure: QUADDICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.039, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Very good, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 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: Better than present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 5319, Location: 1.4 MI NORTH OF ROUTE 200 (Lat: 41.990000, Lng: -71.896667), Route carried "on" structure: State highway 12, Year Built: 1985, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 4,500 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 2,250 (year 2030), Design Load: HS 20, Features Intersected: PROV & WORC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.526, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing

Find on map >> Show street view

Structure Number: 5412, Location: 0.4 MILE NORTH OF SSR 438 (Lat: 41.951389, Lng: -71.821667), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 415 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 208 (year 2030), Design Load: HS 20+Mod, Features Intersected: QUADDICK LAKE, Facility Carried by Structure: BRANDY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.829, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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: July 10, Underwater Inspection Date: July 10, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 5638, Location: 1.4MI. EAST OF ROUTE 193 (Lat: 41.968889, Lng: -71.816667), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 1987, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 210 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 105 (year 2030), Design Load: HS 20, Features Intersected: QUADDICK LAKE, Facility Carried by Structure: BAKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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 10, Underwater Inspection Date: August 10, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 566, Location: 0.1 MILE WEST OF ROUTE 12 (Lat: 41.947500, Lng: -71.889167), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 1987, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,650 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 825 (year 2030), Design Load: HS 20+Mod, Features Intersected: FRENCH RIVER, Facility Carried by Structure: WEST THOMPSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 10, Underwater Inspection Date: July 10, Other Special Inspection Date: April 11, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing

Find on map >> Show street view

Structure Number: 5745, Location: 100 FT WEST OF ROUTE 12 (Lat: 41.975000, Lng: -71.900000), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 466 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 233 (year 2030), Design Load: HS 20, Features Intersected: FRENCH RIVER, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.512, Lanes on structure: 2, Owner: Town or Township 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: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 10, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing

Find on map >> Show street view

Structure Number: 6158, Location: 0.5 MI S OF E THOMPSON RD (Lat: 42.005589, Lng: -71.807458), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 309 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 155 (year 2030), Features Intersected: BROOK, Facility Carried by Structure: NEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 52.2 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: 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 10, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000

Find on map >> Show street view

Structure Number: 3071, Location: 1 MI NORTH OF US ROUTE 44 (Lat: 41.946667, Lng: -71.881667), Route carried "under" structure: Interstate 395, Year Built: 1965, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 21,800 (year 2010), Truck Traffic: 16%, Features Intersected: INTERSTATE-395, Facility Carried by Structure: ROUTE 193
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 78.616, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)

Find on map >> Show street view

Structure Number: 3072, Location: 2.1 MI N JCT US ROUTE 44 (Lat: 41.951667, Lng: -71.880000), Route carried "under" structure: Ramp Interstate 395, Year Built: 1965, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 2,035 (year 2012), Features Intersected: RAMP 072 (I-395 NB)
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.515, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)

Find on map >> Show street view

Structure Number: 3073, Location: I-395 NB EXIT TO ROUTE 12 (Lat: 41.954878, Lng: -71.880769), Route carried "under" structure: Ramp Interstate 395, Year Built: 1965, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 2,680 (year 2004), Truck Traffic: 5%, Features Intersected: I-395 RAMP 072, Facility Carried by Structure: ABANDONED RAILROAD
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.644, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 16.8m (55.1ft)

Find on map >> Show street view

Structure Number: 3474, Location: 3 MI N OF US ROUTE 44 (Lat: 41.965000, Lng: -71.873333), Route carried "under" structure: Interstate 395, Year Built: 1967, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 18,500 (year 2009), Truck Traffic: 16%, Features Intersected: INTERSTATE-395, Facility Carried by Structure: ROUTE 200
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 80.852, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)

Find on map >> Show street view

Structure Number: 3475, Location: 3.17 MI NORTH PUTNAM TL. (Lat: 41.973333, Lng: -71.865000), Route carried "under" structure: Interstate 395, Year Built: 1967, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 21,700 (year 2008), Truck Traffic: 16%, Features Intersected: INTERSTATE-395, Facility Carried by Structure: SUNSET HILL ROAD
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 81.979, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft)

Find on map >> Show street view

Structure Number: 3476, Location: 3.0 MI SOUTH MASS SL. (Lat: 41.981667, Lng: -71.855000), Route carried "under" structure: Interstate 395, Year Built: 1967, Structure Length: 10.85m (35.60ft), Average Daily Traffic: 22,500 (year 2010), Truck Traffic: 16%, Features Intersected: INTERSTATE-395, Facility Carried by Structure: LOWELL DAVIS ROAD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 83.169, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)