Bridge Statistics for Chelsea, Vermont (VT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 56ft / 16.9mTotal length
- $2,471,000Total costs
- 8,799Total average daily traffic
- 505Total average daily truck traffic
- 9,241Total future (year 2028) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Chelsea
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11910-1919
- 31920-1929
- 51930-1939
- 21960-1969
- 11990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 35.7%Very good
- 35.7%Good
- 21.4%Satisfactory
- 7.1%Fair
- Bridge Condition - Superstructure
- 28.6%Very good
- 42.9%Good
- 21.4%Satisfactory
- 7.1%Fair
- Bridge Condition - Substructure
- 14.3%Very good
- 50.0%Good
- 28.6%Satisfactory
- 7.1%Fair
- Bridge Condition - Channel
- 14.3%Very good
- 21.4%Good
- 57.1%Satisfactory
- 7.1%Fair
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Structure Number: 100904000509041, Location: 0.3 MI JCT TH 3 + VT 110 (Lat: 43.974744, Lng: -72.443578), Route carried "on" structure: Other road C3003, Year Built: 1931, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 210 (year 2029), Features Intersected: JENKINS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $50,000, Total Project Cost: $220,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 100904000509041, Location: 0.3 MI JCT TH 3 + VT 110 (Lat: 43.974744, Lng: -72.443578), Route carried "on" structure: Other road C3003, Year Built: 1931, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 210 (year 2029), Features Intersected: JENKINS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $50,000, Total Project Cost: $220,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 100904001009041, Location: 0.2 MI JCT TH 2 + VT 110 (Lat: 44.003339, Lng: -72.445828), Route carried "on" structure: Other road C2002, Year Built: 1967, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 590 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 620 (year 2029), Design Load: H 20, Features Intersected: TRIB. 1ST BR. WHITE RIV.
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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100904001009041, Location: 0.2 MI JCT TH 2 + VT 110 (Lat: 44.003339, Lng: -72.445828), Route carried "on" structure: Other road C2002, Year Built: 1967, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 590 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 620 (year 2029), Design Load: H 20, Features Intersected: TRIB. 1ST BR. WHITE RIV.
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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100904001109041, Location: AT JCT TH 3 + VT 110 (Lat: 43.977678, Lng: -72.447644), Route carried "on" structure: Other road C3003, Year Built: 1926, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 75 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 79 (year 2029), Features Intersected: FIRST BRANCH WHITE R.
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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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
Structure Number: 100904001109041, Location: AT JCT TH 3 + VT 110 (Lat: 43.977678, Lng: -72.447644), Route carried "on" structure: Other road C3003, Year Built: 1926, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 75 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 79 (year 2029), Features Intersected: FIRST BRANCH WHITE R.
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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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
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Structure Number: 100904003009041, Location: 0.95 MI JCT TH1 AND TH3 (Lat: 43.984244, Lng: -72.483375), Route carried "on" structure: Other road C2003, Year Built: 1993, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 424 (year 2019), Truck Traffic: 25%, Average Future Daily Traffic: 446 (year 2029), Design Load: HS 20, Features Intersected: CRAM 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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, 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, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 100904003009041, Location: 0.95 MI JCT TH1 AND TH3 (Lat: 43.984244, Lng: -72.483375), Route carried "on" structure: Other road C2003, Year Built: 1993, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 424 (year 2019), Truck Traffic: 25%, Average Future Daily Traffic: 446 (year 2029), Design Load: HS 20, Features Intersected: CRAM 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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, 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, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 100904003509041, Location: AT JCT TH 2 + TH 22 (Lat: 44.014994, Lng: -72.429906), Route carried "on" structure: Other road C3022, Year Built: 1919, Year Reconstructed: 1997, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 120 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 126 (year 2029), 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: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: High priority of corrective action, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 100904003509041, Location: AT JCT TH 2 + TH 22 (Lat: 44.014994, Lng: -72.429906), Route carried "on" structure: Other road C3022, Year Built: 1919, Year Reconstructed: 1997, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 120 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 126 (year 2029), 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: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: High priority of corrective action, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 100904004309041, Location: AT JCT TH 46 + VT 113 (Lat: 43.988097, Lng: -72.446356), Route carried "on" structure: Other road C3046, Year Built: 1964, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 53 (year 2029), Features Intersected: JAIL 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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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: 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: 100904004309041, Location: AT JCT TH 46 + VT 113 (Lat: 43.988097, Lng: -72.446356), Route carried "on" structure: Other road C3046, Year Built: 1964, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 53 (year 2029), Features Intersected: JAIL 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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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: 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: 100904004409041, Location: 0.1 MI JCT TH 4 + VT 110 (Lat: 43.998239, Lng: -72.451436), Route carried "on" structure: Other road C3004, Year Built: 1927, Year Reconstructed: 2005, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 105 (year 2029), Features Intersected: FIRST BRANCH WHITE R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $50,000, Total Project Cost: $295,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 100904004409041, Location: 0.1 MI JCT TH 4 + VT 110 (Lat: 43.998239, Lng: -72.451436), Route carried "on" structure: Other road C3004, Year Built: 1927, Year Reconstructed: 2005, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 105 (year 2029), Features Intersected: FIRST BRANCH WHITE R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $50,000, Total Project Cost: $295,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 100904004509041, Location: 0.1 MI JCT TH 44 + VT110 (Lat: 43.989331, Lng: -72.448494), Route carried "on" structure: Other road C3044, Year Built: 1921, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 210 (year 2029), Features Intersected: FIRST BRANCH WHITE R.
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: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $372,000, Roadway Improvement Cost: $150,000, Total Project Cost: $522,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100904004509041, Location: 0.1 MI JCT TH 44 + VT110 (Lat: 43.989331, Lng: -72.448494), Route carried "on" structure: Other road C3044, Year Built: 1921, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 210 (year 2029), Features Intersected: FIRST BRANCH WHITE R.
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: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $372,000, Roadway Improvement Cost: $150,000, Total Project Cost: $522,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100904004609041, Location: 0.1 MI JCT VT110 (Lat: 43.956950, Lng: -72.463314), Route carried "on" structure: Other road C3068, Year Built: 1883, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 40 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 42 (year 2029), Features Intersected: FIRST BRANCH WHITE R.
Minimum Vertical Clearance: 3.04m (9.97ft), 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: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 3.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 25 months, Inspection Date: October 2021, Bridge Improvement Cost: $412,000, Roadway Improvement Cost: $150,000, Total Project Cost: $562,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 100904004609041, Location: 0.1 MI JCT VT110 (Lat: 43.956950, Lng: -72.463314), Route carried "on" structure: Other road C3068, Year Built: 1883, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 40 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 42 (year 2029), Features Intersected: FIRST BRANCH WHITE R.
Minimum Vertical Clearance: 3.04m (9.97ft), 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: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 3.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 25 months, Inspection Date: October 2021, Bridge Improvement Cost: $412,000, Roadway Improvement Cost: $150,000, Total Project Cost: $562,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 200169000809042, Location: 2.4 MI S JCT. VT.113 (Lat: 43.959733, Lng: -72.464786), Route carried "on" structure: State highway 110, Year Built: 1932, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,365 (year 2028), Design Load: H 15, Features Intersected: CRANES BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 41.7 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 replacement, 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: $189,000, Roadway Improvement Cost: $50,000, Total Project Cost: $239,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200169000809042, Location: 2.4 MI S JCT. VT.113 (Lat: 43.959733, Lng: -72.464786), Route carried "on" structure: State highway 110, Year Built: 1932, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,365 (year 2028), Design Load: H 15, Features Intersected: CRANES BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 41.7 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 replacement, 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: $189,000, Roadway Improvement Cost: $50,000, Total Project Cost: $239,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200169000909042, Location: 0.2 MI S JCT. VT.113 (Lat: 43.986028, Lng: -72.448133), Route carried "on" structure: State highway 110, Year Built: 2017, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 1,600 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,680 (year 2028), Design Load: HL 93, Features Intersected: 1ST BRANCH WHITE R.
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), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200169000909042, Location: 0.2 MI S JCT. VT.113 (Lat: 43.986028, Lng: -72.448133), Route carried "on" structure: State highway 110, Year Built: 2017, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 1,600 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,680 (year 2028), Design Load: HL 93, Features Intersected: 1ST BRANCH WHITE R.
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), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200169001109042, Location: 0.3 MI N JCT. VT.113 (Lat: 43.994314, Lng: -72.447100), Route carried "on" structure: State highway 110, Year Built: 1939, Year Reconstructed: 2017, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,785 (year 2028), Design Load: HL 93, Features Intersected: 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), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200169001109042, Location: 0.3 MI N JCT. VT.113 (Lat: 43.994314, Lng: -72.447100), Route carried "on" structure: State highway 110, Year Built: 1939, Year Reconstructed: 2017, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,785 (year 2028), Design Load: HL 93, Features Intersected: 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), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200169001209042, Location: 1.0 MI N JCT. VT.113 (Lat: 44.001817, Lng: -72.455342), Route carried "on" structure: State highway 110, Year Built: 1930, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,200 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,260 (year 2028), Design Load: H 15, Features Intersected: 1ST BRANCH WHITE R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $274,000, Roadway Improvement Cost: $50,000, Total Project Cost: $324,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200169001209042, Location: 1.0 MI N JCT. VT.113 (Lat: 44.001817, Lng: -72.455342), Route carried "on" structure: State highway 110, Year Built: 1930, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,200 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,260 (year 2028), Design Load: H 15, Features Intersected: 1ST BRANCH WHITE R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $274,000, Roadway Improvement Cost: $50,000, Total Project Cost: $324,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200169001309042, Location: 3.7 MI N JCT. VT.113 (Lat: 44.036522, Lng: -72.474628), Route carried "on" structure: State highway 110, Year Built: 1934, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,200 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,260 (year 2028), Design Load: H 15, Features Intersected: 1ST BRANCH WHITE R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $259,000, Roadway Improvement Cost: $50,000, Total Project Cost: $309,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 200169001309042, Location: 3.7 MI N JCT. VT.113 (Lat: 44.036522, Lng: -72.474628), Route carried "on" structure: State highway 110, Year Built: 1934, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,200 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,260 (year 2028), Design Load: H 15, Features Intersected: 1ST BRANCH WHITE R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $259,000, Roadway Improvement Cost: $50,000, Total Project Cost: $309,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric