Bridge Statistics for Topsham, Vermont (VT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 82ft / 25.3mTotal length
- $4,683,000Total costs
- 14,330Total average daily traffic
- 1,056Total average daily truck traffic
- 15,048Total future (year 2027) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Topsham
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 31920-1929
- 21940-1949
- 31960-1969
- 11970-1979
- 31980-1989
- 31990-1999
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 11960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 62.5%Very good
- 12.5%Good
- 18.8%Satisfactory
- 6.3%Poor
- Bridge Condition - Superstructure
- 68.8%Very good
- 6.3%Good
- 18.8%Satisfactory
- 6.3%Fair
- Bridge Condition - Substructure
- 18.8%Very good
- 37.5%Good
- 37.5%Satisfactory
- 6.3%Fair
- Bridge Condition - Channel
- 41.2%Very good
- 41.2%Good
- 17.6%Satisfactory
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Structure Number: 100912000609121, Location: 1.26 MI TO JCT W C3 TH54 (Lat: 44.112158, Lng: -72.195478), Route carried "on" structure: Other road C2002, Year Built: 1995, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 110 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 116 (year 2029), Design Load: HS 25 or greater, Features Intersected: LEVI 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), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), 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: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.2 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100912000609121, Location: 1.26 MI TO JCT W C3 TH54 (Lat: 44.112158, Lng: -72.195478), Route carried "on" structure: Other road C2002, Year Built: 1995, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 110 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 116 (year 2029), Design Load: HS 25 or greater, Features Intersected: LEVI 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), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), 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: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.2 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100912001209121, Location: 0.1 MI JCT TH 65 + TH 1 (Lat: 44.073247, Lng: -72.223614), Route carried "on" structure: Other road C3065, Year Built: 1963, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 32 (year 2029), Design Load: H 15, Features Intersected: TABOR BR.WAITS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $50,000, Total Project Cost: $280,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100912001209121, Location: 0.1 MI JCT TH 65 + TH 1 (Lat: 44.073247, Lng: -72.223614), Route carried "on" structure: Other road C3065, Year Built: 1963, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 32 (year 2029), Design Load: H 15, Features Intersected: TABOR BR.WAITS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $50,000, Total Project Cost: $280,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100912002209121, Location: 0.05 MI JCT TH 49 + VT25 (Lat: 44.099544, Lng: -72.304933), Route carried "on" structure: Other road C3049, Year Built: 1974, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 40 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 42 (year 2029), Features Intersected: WAITS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $50,000, Total Project Cost: $268,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber
Structure Number: 100912002209121, Location: 0.05 MI JCT TH 49 + VT25 (Lat: 44.099544, Lng: -72.304933), Route carried "on" structure: Other road C3049, Year Built: 1974, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 40 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 42 (year 2029), Features Intersected: WAITS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $50,000, Total Project Cost: $268,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber
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Structure Number: 100912002309121, Location: 0.3 MI JCT TH 1 + TH 4 (Lat: 44.124272, Lng: -72.246875), Route carried "on" structure: Other road C3004, Year Built: 1964, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 315 (year 2029), Design Load: H 15, Features Intersected: TABOR BR.WAITS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $314,000, Roadway Improvement Cost: $50,000, Total Project Cost: $364,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100912002309121, Location: 0.3 MI JCT TH 1 + TH 4 (Lat: 44.124272, Lng: -72.246875), Route carried "on" structure: Other road C3004, Year Built: 1964, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 315 (year 2029), Design Load: H 15, Features Intersected: TABOR BR.WAITS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $314,000, Roadway Improvement Cost: $50,000, Total Project Cost: $364,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100912002509121, Location: 0.05 MI JCT TH 63 + TH 1 (Lat: 44.098858, Lng: -72.224731), Route carried "on" structure: Other road C3063, Year Built: 1960, Year Reconstructed: 2012, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 63 (year 2029), Design Load: HS 25 or greater, Features Intersected: TABOR BR.WAITS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100912002509121, Location: 0.05 MI JCT TH 63 + TH 1 (Lat: 44.098858, Lng: -72.224731), Route carried "on" structure: Other road C3063, Year Built: 1960, Year Reconstructed: 2012, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 63 (year 2029), Design Load: HS 25 or greater, Features Intersected: TABOR BR.WAITS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100912002609121, Location: 0.1 MI JCT TH 64 + TH 1 (Lat: 44.077894, Lng: -72.224992), Route carried "on" structure: Other road C3064, Year Built: 1920, Year Reconstructed: 2010, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 40 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 42 (year 2029), Design Load: HS 25 or greater, Features Intersected: TABOR BR.WAITS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, 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: 9.1m (29.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $50,000, Total Project Cost: $235,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels
Structure Number: 100912002609121, Location: 0.1 MI JCT TH 64 + TH 1 (Lat: 44.077894, Lng: -72.224992), Route carried "on" structure: Other road C3064, Year Built: 1920, Year Reconstructed: 2010, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 40 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 42 (year 2029), Design Load: HS 25 or greater, Features Intersected: TABOR BR.WAITS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, 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: 9.1m (29.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $50,000, Total Project Cost: $235,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels
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Structure Number: 100912003809121, Location: 0.1 MI JCT TH 57 + VT 25 (Lat: 44.089058, Lng: -72.283672), Route carried "on" structure: Other road C3057, Year Built: 1919, Year Reconstructed: 2021, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 210 (year 2029), Features Intersected: WAITS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, 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: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $202,000, Roadway Improvement Cost: $50,000, Total Project Cost: $252,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100912003809121, Location: 0.1 MI JCT TH 57 + VT 25 (Lat: 44.089058, Lng: -72.283672), Route carried "on" structure: Other road C3057, Year Built: 1919, Year Reconstructed: 2021, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 210 (year 2029), Features Intersected: WAITS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, 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: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $202,000, Roadway Improvement Cost: $50,000, Total Project Cost: $252,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100912003909121, Location: 0.1 MI JCT TH 51 + TH 1 (Lat: 44.107003, Lng: -72.234206), Route carried "on" structure: Other road C3051, Year Built: 1985, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 11 (year 2029), Design Load: H 20, Features Intersected: TABOR BR.WAITS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100912003909121, Location: 0.1 MI JCT TH 51 + TH 1 (Lat: 44.107003, Lng: -72.234206), Route carried "on" structure: Other road C3051, Year Built: 1985, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 11 (year 2029), Design Load: H 20, Features Intersected: TABOR BR.WAITS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 200026002309122, Location: 0.4 MI E JCT. VT.25 (Lat: 44.141928, Lng: -72.312514), Route carried "on" structure: US 302, Year Built: 1929, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 1,890 (year 2028), Design Load: H 15, Features Intersected: WAITS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.710, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $50,000, Total Project Cost: $235,000 ( Estimate for 2020)
Structure Number: 200026002309122, Location: 0.4 MI E JCT. VT.25 (Lat: 44.141928, Lng: -72.312514), Route carried "on" structure: US 302, Year Built: 1929, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 1,890 (year 2028), Design Load: H 15, Features Intersected: WAITS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.710, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $50,000, Total Project Cost: $235,000 ( Estimate for 2020)
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Structure Number: 200031000509012, Location: 2.4 MI N JCT. VT.25B (Lat: 44.009781, Lng: -72.168253), Route carried "on" structure: State highway 25, Year Built: 1982, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 3,255 (year 2028), Design Load: HS 20+Mod, Features Intersected: WAITS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.162, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.6 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: Equal to present desirable criteria, Length Of Structure Improvement: 6.31m (20.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,246,000, Roadway Improvement Cost: $50,000, Total Project Cost: $2,296,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 200031000509012, Location: 2.4 MI N JCT. VT.25B (Lat: 44.009781, Lng: -72.168253), Route carried "on" structure: State highway 25, Year Built: 1982, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 3,255 (year 2028), Design Load: HS 20+Mod, Features Intersected: WAITS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.162, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.6 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: Equal to present desirable criteria, Length Of Structure Improvement: 6.31m (20.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,246,000, Roadway Improvement Cost: $50,000, Total Project Cost: $2,296,000 ( 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: 200031001609122, Location: 4.4 MI S JCT. U.S.302 (Lat: 44.098178, Lng: -72.299800), Route carried "on" structure: State highway 25, Year Built: 1996, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,785 (year 2028), Design Load: HS 25 or greater, Features Intersected: WAITS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.482, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: Epoxy Coated Reinforcing
Structure Number: 200031001609122, Location: 4.4 MI S JCT. U.S.302 (Lat: 44.098178, Lng: -72.299800), Route carried "on" structure: State highway 25, Year Built: 1996, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,785 (year 2028), Design Load: HS 25 or greater, Features Intersected: WAITS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.482, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: Epoxy Coated Reinforcing
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Structure Number: 200031001709122, Location: 4.1 MI S JCT. U.S.302 (Lat: 44.099458, Lng: -72.305806), Route carried "on" structure: State highway 25, Year Built: 1985, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 1,785 (year 2028), Design Load: HS 20+Mod, Features Intersected: ORANGE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.997, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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
Structure Number: 200031001709122, Location: 4.1 MI S JCT. U.S.302 (Lat: 44.099458, Lng: -72.305806), Route carried "on" structure: State highway 25, Year Built: 1985, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 1,785 (year 2028), Design Load: HS 20+Mod, Features Intersected: ORANGE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.997, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 200031002009122, Location: 1.8 MI S JCT. U.S.302 (Lat: 44.120447, Lng: -72.306925), Route carried "on" structure: State highway 25, Year Built: 1928, Year Reconstructed: 1947, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 1,785 (year 2028), Design Load: H 15, Features Intersected: WAITS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.762, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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, 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
Structure Number: 200031002009122, Location: 1.8 MI S JCT. U.S.302 (Lat: 44.120447, Lng: -72.306925), Route carried "on" structure: State highway 25, Year Built: 1928, Year Reconstructed: 1947, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 1,785 (year 2028), Design Load: H 15, Features Intersected: WAITS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.762, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 200031002309122, Location: 1.1 MI S JCT. U.S.302 (Lat: 44.127194, Lng: -72.309994), Route carried "on" structure: State highway 25, Year Built: 1946, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 1,785 (year 2028), Design Load: H 15, Features Intersected: WAITS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.663, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $425,000, Roadway Improvement Cost: $50,000, Total Project Cost: $475,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 200031002309122, Location: 1.1 MI S JCT. U.S.302 (Lat: 44.127194, Lng: -72.309994), Route carried "on" structure: State highway 25, Year Built: 1946, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 1,785 (year 2028), Design Load: H 15, Features Intersected: WAITS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.663, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $425,000, Roadway Improvement Cost: $50,000, Total Project Cost: $475,000 ( 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: 200193000603042, Location: 0.1 MI S JCT. U.S.302 (Lat: 44.209686, Lng: -72.197139), Route carried "on" structure: County highway 1, Year Built: 1919, Year Reconstructed: 1968, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 960 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,008 (year 2027), Design Load: HS 20, 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: 7.0m (23.0ft), 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: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200193000603042, Location: 0.1 MI S JCT. U.S.302 (Lat: 44.209686, Lng: -72.197139), Route carried "on" structure: County highway 1, Year Built: 1919, Year Reconstructed: 1968, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 960 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,008 (year 2027), Design Load: HS 20, 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: 7.0m (23.0ft), 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: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200193001109122, Location: 5.3 MI N JCT. VT.25 (Lat: 44.124078, Lng: -72.238750), Route carried "on" structure: County highway 1, Year Built: 1940, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 240 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 252 (year 2027), Design Load: H 15, Features Intersected: TABOR 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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $50,000, Total Project Cost: $278,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200193001109122, Location: 5.3 MI N JCT. VT.25 (Lat: 44.124078, Lng: -72.238750), Route carried "on" structure: County highway 1, Year Built: 1940, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 240 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 252 (year 2027), Design Load: H 15, Features Intersected: TABOR 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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $50,000, Total Project Cost: $278,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200193010T09122, Location: 5.0 MI N JCT. VT.25 (Lat: 44.121269, Lng: -72.233592), Route carried "on" structure: County highway 1, Year Built: 1999, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 640 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 672 (year 2027), Design Load: HS 25 or greater, Features Intersected: TABOR BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200193010T09122, Location: 5.0 MI N JCT. VT.25 (Lat: 44.121269, Lng: -72.233592), Route carried "on" structure: County highway 1, Year Built: 1999, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 640 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 672 (year 2027), Design Load: HS 25 or greater, Features Intersected: TABOR BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing