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


  • National Bridge Inventory (NBI) Statistics
  • 11Number of bridges
  • 98ft / 29.7mTotal length
  • $3,534,000Total costs
  • 25,040Total average daily traffic
  • 2,581Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Ryegate
  • No street view available for this location

New bridges in Ryegate, VT - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 11940-1949
  • 11960-1969
  • 41970-1979
  • 11990-1999
  • 12000-2009
  • 22010-2019
Average Bridge Daily Traffic in Ryegate, VT
Average Bridge Truck Traffic in Ryegate, VT
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 14.3%Very good
  • 42.9%Good
  • 14.3%Satisfactory
  • 28.6%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 14.3%Very good
  • 57.1%Good
  • 14.3%Satisfactory
  • 14.3%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 14.3%Very good
  • 14.3%Good
  • 71.4%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 57.1%Very good
  • 28.6%Good
  • 14.3%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 66.7%Very good
  • 33.3%Good
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Structure Number: 100310000203101,  Location: 0.05 MI JCT TH 2 + US302 (Lat: 44.187231,  Lng: -72.140653),  Route carried "on" structure: Other road C2002,  Year Built: 1940,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 300 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 315 (year 2029),  Design Load: H 15,  Features Intersected: WELLS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.41m (7.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $747,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $797,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100310000403101,  Location: 0.2 MI JCT TH 5 + US 302 (Lat: 44.185075,  Lng: -72.120125),  Route carried "on" structure: Other road C2005,  Year Built: 1929,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 270 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 284 (year 2029),  Design Load: H 15,  Features Intersected: WELLS RIVER
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: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2019,  Bridge Improvement Cost: $920,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $1,070,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100310000903101,  Location: @ JCT W CL2 TH1 (Lat: 44.206550,  Lng: -72.084614),  Route carried "on" structure: Other road C3046,  Year Built: 2001,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 20 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 21 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021
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Structure Number: 100310002003101,  Location: @ JCT W CL2 TH2 (Lat: 44.185639,  Lng: -72.139789),  Route carried "on" structure: Other road C3PLE,  Year Built: 1991,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 250 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 263 (year 2029),  Design Load: HS 20,  Features Intersected: SCOTT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021
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Structure Number: 200026004003102,  Location: 6.4 MI W JCT. U.S.5 N (Lat: 44.191011,  Lng: -72.146414),  Route carried "on" structure: US 302,  Year Built: 1965,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 2,700 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,835 (year 2028),  Design Load: H 20,  Features Intersected: WELLS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.153,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  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: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 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 desirable criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,617,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $1,667,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 200091069N03102,  Location: 2.7 MI N EXIT 17 (Lat: 44.197597,  Lng: -72.071172),  Route carried "on" structure: Interstate 91,  Year Built: 1976,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 5,800 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 6,090 (year 2028),  Design Load: HS 20,  Features Intersected: I 91 OVER TH NO 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.978,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  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: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 200091069S03102,  Location: 2.7 MI N EXIT 17 (Lat: 44.197939,  Lng: -72.072028),  Route carried "on" structure: Interstate 91,  Year Built: 1976,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 5,800 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 6,090 (year 2028),  Design Load: HS 20,  Features Intersected: I 91 OVER TH NO 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.978,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  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: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 200113011603102,  Location: 4.5 MI N JCT US 302 (Lat: 44.210017,  Lng: -72.061275),  Route carried "on" structure: US 5,  Year Built: 2016,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 900 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 945 (year 2028),  Design Load: HL 93,  Features Intersected: MANCHESTER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021
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Structure Number: 200310001010022,  Location: 0.3 MI E JCT. U.S.5 (Lat: 44.811172,  Lng: -72.202725),  Route carried "on" structure: State highway 58,  Year Built: 2019,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 4,400 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,620 (year 2028),  Design Load: HL 93,  Features Intersected: BARTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Other Coated Reinforcing
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Structure Number: 2003100D6803101,  Location: 1.2 MI N EXIT 17 (Lat: 44.174803,  Lng: -72.081400),  Route carried "on" structure: County highway TH61,  Year Built: 1973,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 200 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 210 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: TH NO 61 OVER I 91
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: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.3m (165.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 2003100D6803101,  Location: 1.2 MI N EXIT 17 (Lat: 44.174803,  Lng: -72.081400),  Route carried "under" structure: Interstate 91,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 4,400 (year 1998),  Truck Traffic: 13%,  Features Intersected: I 91 UNDER TH NO 61,  Facility Carried by Structure: TR 0TH61
Minimum Vertical Clearance: 10.49m (34.42ft),  Kilometerpoint: 179.307,  Lanes on structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

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