Bridge Statistics for Windsor, Vermont (VT) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>

Structure Number: 101423002214231,  Location: 1.0 MI TO JCT W CL3 TH7 (Lat: 43.470000,  Lng: -72.448611),  Route carried "on" structure: Other road C3006,  Year Built: 1976,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 200 (year 1995),  Truck Traffic: 2%,  Average Future Daily Traffic: 300 (year 2015),  Design Load: H 20,  Features Intersected: MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 2.35m (7.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $556,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $706,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 101423002314231,  Location: @ JCT W CL3 TH6 (Lat: 43.469167,  Lng: -72.429167),  Route carried "on" structure: Other road C3007,  Year Built: 1947,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 150 (year 1995),  Truck Traffic: 2%,  Average Future Daily Traffic: 225 (year 2015),  Design Load: H 15,  Features Intersected: MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 29.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 2.32m (7.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $448,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $598,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 101423002414231,  Location: 0.3 MI TO JCT W CL3 TH16 (Lat: 43.462222,  Lng: -72.423611),  Route carried "on" structure: Other road C3006,  Year Built: 1983,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 320 (year 1995),  Truck Traffic: 2%,  Average Future Daily Traffic: 480 (year 2015),  Design Load: HS 20,  Features Intersected: MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.9 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: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $650,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $800,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 101423002514231,  Location: 0.55 MI TO JCT W VT44 (Lat: 43.461944,  Lng: -72.419444),  Route carried "on" structure: Other road C3006,  Year Built: 1974,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 300 (year 1995),  Truck Traffic: 2%,  Average Future Daily Traffic: 450 (year 2015),  Features Intersected: MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $596,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $746,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 101423002714231,  Location: @ JCT W CL2 TH3 (Lat: 43.500833,  Lng: -72.415000),  Route carried "on" structure: Other road C3022,  Year Built: 1919,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 30 (year 1995),  Truck Traffic: 2%,  Average Future Daily Traffic: 45 (year 2015),  Features Intersected: HUBBARD BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.9m (12.8ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $229,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $379,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber,  Deck Protection: Internally Sealed

Find on map >>

Structure Number: 200091033N14232,  Location: 3.7 MI N EXIT 8 (Lat: 43.453333,  Lng: -72.406667),  Route carried "on" structure: Interstate 91,  Year Built: 1966,  Status: Open,  Structure Length: 20.12m (66.01ft),  Average Daily Traffic: 6,200 (year 1998),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,300 (year 2018),  Design Load: HS 20,  Features Intersected: I 91 OVER VT 44 MILLB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.704,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 56.1m (184.1ft),  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: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.13m (72.60ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Other Special Inspection Date: October 2007,  Bridge Improvement Cost: $6,778,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $6,928,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>

Structure Number: 200091033S14232,  Location: 3.7 MI N EXIT 8 (Lat: 43.453333,  Lng: -72.406944),  Route carried "on" structure: Interstate 91,  Year Built: 1966,  Status: Open,  Structure Length: 20.12m (66.01ft),  Average Daily Traffic: 6,200 (year 1998),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,300 (year 2018),  Design Load: HS 20,  Features Intersected: I 91 OVER VT 44 MILLB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.704,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 56.1m (184.1ft),  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: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.13m (72.60ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Other Special Inspection Date: October 2007,  Bridge Improvement Cost: $6,778,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $6,928,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>

Structure Number: 200091034N14232,  Location: 3.0 MI S EXIT 9 (Lat: 43.486111,  Lng: -72.406944),  Route carried "on" structure: Interstate 91,  Year Built: 1965,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 6,200 (year 1998),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,300 (year 2018),  Design Load: HS 20,  Features Intersected: I 91 OVER TH NO 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.357,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  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: Good,  Substructure: Poor,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.16m (20.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $1,877,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $2,027,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>

Structure Number: 200091034S14232,  Location: 3.0 MI S EXIT 9 (Lat: 43.486389,  Lng: -72.407222),  Route carried "on" structure: Interstate 91,  Year Built: 1965,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 6,200 (year 1998),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,300 (year 2018),  Design Load: HS 20,  Features Intersected: I 91 OVER TH NO 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.357,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.16m (20.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $1,877,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $2,027,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>

Structure Number: 200091035N14232,  Location: 2.1 MI S EXIT 9 (Lat: 43.499444,  Lng: -72.410556),  Route carried "on" structure: Interstate 91,  Year Built: 1965,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 6,200 (year 1998),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,300 (year 2018),  Design Load: HS 20,  Features Intersected: I 91 OVER TH NO 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.885,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  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: 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: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $1,622,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $1,772,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>

Structure Number: 200091035S14232,  Location: 2.1 MI S EXIT 9 (Lat: 43.499722,  Lng: -72.410833),  Route carried "on" structure: Interstate 91,  Year Built: 1965,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 6,200 (year 1998),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,300 (year 2018),  Design Load: HS 20,  Features Intersected: I 91 OVER TH NO 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.885,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  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: 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: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $1,622,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $1,772,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>

Structure Number: 200113005514232,  Location: 0.1 MI S JCT. VT.44 (Lat: 43.475000,  Lng: -72.388889),  Route carried "on" structure: US 5,  Year Built: 1930,  Year Reconstructed: 1943,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 3,300 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,950 (year 2018),  Design Load: H 15,  Features Intersected: MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 13.5 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: 3.57m (11.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,031,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $1,181,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 200148001014232,  Location: 2.6 MI W JCT. U.S.5 (Lat: 43.453611,  Lng: -72.408333),  Route carried "on" structure: State highway 44,  Year Built: 1952,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,100 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,150 (year 2018),  Design Load: H 15,  Features Intersected: MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.39m (14.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,288,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $1,438,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 200148001214232,  Location: 0.3 MI W JCT. U.S.5 (Lat: 43.477778,  Lng: -72.394444),  Route carried "on" structure: State highway 44,  Year Built: 1969,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 3,900 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,850 (year 2018),  Design Load: HS 20,  Features Intersected: MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township 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: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.32m (10.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,536,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $1,686,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 200148001314232,  Location: 0.1 MI W JCT. U.S.5 (Lat: 43.476111,  Lng: -72.390278),  Route carried "on" structure: State highway 44,  Year Built: 1969,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 3,900 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,850 (year 2018),  Design Load: HS 20,  Features Intersected: MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township 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: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.14m (10.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,445,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $1,595,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 2014230D3214231,  Location: 0.9 MI WEST U.S.5 (Lat: 43.434722,  Lng: -72.402778),  Route carried "on" structure: County highway TH5,  Year Built: 1965,  Status: Open,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 1,200 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,800 (year 2018),  Design Load: HS 20,  Features Intersected: I 91 UNDER VT 44A,  Facility Carried by Structure: VT 0044A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  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: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 84.6 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.76m (35.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $3,250,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $3,400,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 200091033N14232,  Location: 2.5 MI W JCT US 5 (Lat: 43.453333,  Lng: -72.406667),  Route carried "under" structure: State highway 44,  Year Built: 1966,  Structure Length: 20.12m (66.01ft),  Average Daily Traffic: 2,100 (year 1998),  Truck Traffic: 6%,  Features Intersected: I 91 OVER VT 44&ML B,  Facility Carried by Structure: I 00091 ML
Minimum Vertical Clearance: 20.12m (66.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 56.1m (184.1ft)

Find on map >>

Structure Number: 200091033S14232,  Location: 2.5 MI W JCT US 5 (Lat: 43.453333,  Lng: -72.406944),  Route carried "under" structure: State highway 44,  Year Built: 1966,  Structure Length: 20.12m (66.01ft),  Average Daily Traffic: 2,100 (year 1998),  Truck Traffic: 6%,  Features Intersected: I 91 OVER VT 44&ML B,  Facility Carried by Structure: I 00091 ML
Minimum Vertical Clearance: 20.12m (66.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 56.1m (184.1ft)

Find on map >>

Structure Number: 200091035N14232,  Location: 2.0 MI W JCT US 5 (Lat: 43.499444,  Lng: -72.410556),  Route carried "under" structure: County highway 3,  Year Built: 1965,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 680 (year 1995),  Truck Traffic: 6%,  Features Intersected: I 91 OVER TH NO 3,  Facility Carried by Structure: I 00091 ML
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

Find on map >>

Structure Number: 200091035S14232,  Location: 2.0 MI W JCT US 5 (Lat: 43.499722,  Lng: -72.410833),  Route carried "under" structure: County highway 3,  Year Built: 1965,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 680 (year 1995),  Truck Traffic: 6%,  Features Intersected: I 91 OVER TH NO 3,  Facility Carried by Structure: I 00091 ML
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

Find on map >>

Structure Number: 200148003314232,  Location: 0.1 MI E JCT US 5 (Lat: 43.475000,  Lng: -72.387222),  Route carried "under" structure: County highway 4,  Year Built: 1930,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 2,860 (year 1995),  Truck Traffic: 6%,  Features Intersected: N.E.C.R.R. OVER TH NO 4,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 0.33m (1.08ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.3m (46.9ft)

Find on map >>

Structure Number: 2014230D3214231,  Location: 2.4 MI N EXIT 8 (Lat: 43.434722,  Lng: -72.402778),  Route carried "under" structure: Interstate 91,  Year Built: 1965,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 12,400 (year 1998),  Truck Traffic: 13%,  Features Intersected: I 91 UNDER VT 44A,  Facility Carried by Structure: VT 0044A
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 139.204,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)