Bridge Statistics for North Bennington, Vermont (VT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 180ft / 54.6mTotal length
- $3,658,000Total costs
- 66,635Total average daily traffic
- 4,173Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for North Bennington
- No street view available for this location
- New bridges - historical statistics
- 2Before 1900
- 11900-1909
- 11920-1929
- 11950-1959
- 31970-1979
- 11980-1989
- 52000-2009
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 21980-1989
- Bridge Condition - Deck
- 40.0%Very good
- 20.0%Good
- 40.0%Satisfactory
- Bridge Condition - Superstructure
- 50.0%Very good
- 10.0%Good
- 40.0%Satisfactory
- Bridge Condition - Substructure
- 30.0%Very good
- 30.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Channel
- 80.0%Very good
- 20.0%Satisfactory
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Structure Number: 100202002002021, Location: 0.1 MI TO JCT W VT67A (Lat: 42.912389, Lng: -73.235094), Route carried "on" structure: Other road C3019, Year Built: 1958, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 600 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 630 (year 2029), Design Load: H 15, Features Intersected: WALLOOMSAC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $436,000, Roadway Improvement Cost: $50,000, Total Project Cost: $486,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100202002002021, Location: 0.1 MI TO JCT W VT67A (Lat: 42.912389, Lng: -73.235094), Route carried "on" structure: Other road C3019, Year Built: 1958, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 600 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 630 (year 2029), Design Load: H 15, Features Intersected: WALLOOMSAC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $436,000, Roadway Improvement Cost: $50,000, Total Project Cost: $486,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100202003002021, Location: 0.3 MI S JCT 67A & TH26 (Lat: 42.909403, Lng: -73.225378), Route carried "on" structure: Other road C3026, Year Built: 1840, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 1,500 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,575 (year 2029), Features Intersected: WALLOOMSAC RIVER
Minimum Vertical Clearance: 3.35m (10.99ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 7.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 7.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $517,000, Roadway Improvement Cost: $150,000, Total Project Cost: $667,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed
Structure Number: 100202003002021, Location: 0.3 MI S JCT 67A & TH26 (Lat: 42.909403, Lng: -73.225378), Route carried "on" structure: Other road C3026, Year Built: 1840, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 1,500 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,575 (year 2029), Features Intersected: WALLOOMSAC RIVER
Minimum Vertical Clearance: 3.35m (10.99ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 7.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 7.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $517,000, Roadway Improvement Cost: $150,000, Total Project Cost: $667,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed
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Structure Number: 100202003102021, Location: 0.02 MI TO JCT W VT67A (Lat: 42.912731, Lng: -73.233492), Route carried "on" structure: Other road C3019, Year Built: 2000, Status: Posted for load, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 625 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 657 (year 2029), Design Load: H 20, Features Intersected: WALLOOMSAC RIVER
Minimum Vertical Clearance: 3.20m (10.50ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.2m (10.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 7.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 7.3 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: Equal to present minimum criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $766,000, Roadway Improvement Cost: $150,000, Total Project Cost: $916,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed
Structure Number: 100202003102021, Location: 0.02 MI TO JCT W VT67A (Lat: 42.912731, Lng: -73.233492), Route carried "on" structure: Other road C3019, Year Built: 2000, Status: Posted for load, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 625 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 657 (year 2029), Design Load: H 20, Features Intersected: WALLOOMSAC RIVER
Minimum Vertical Clearance: 3.20m (10.50ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.2m (10.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 7.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 7.3 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: Equal to present minimum criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $766,000, Roadway Improvement Cost: $150,000, Total Project Cost: $916,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed
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Structure Number: 100202003202021, Location: @ JCT OF TH8 & TH19 (Lat: 42.912483, Lng: -73.254625), Route carried "on" structure: Other road C3008, Year Built: 1840, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,050 (year 2029), Design Load: H 15, Features Intersected: WALLOOMSAC RIVER
Minimum Vertical Clearance: 3.17m (10.40ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 7.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 7.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $734,000, Roadway Improvement Cost: $150,000, Total Project Cost: $884,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed
Structure Number: 100202003202021, Location: @ JCT OF TH8 & TH19 (Lat: 42.912483, Lng: -73.254625), Route carried "on" structure: Other road C3008, Year Built: 1840, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,050 (year 2029), Design Load: H 15, Features Intersected: WALLOOMSAC RIVER
Minimum Vertical Clearance: 3.17m (10.40ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 7.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 7.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $734,000, Roadway Improvement Cost: $150,000, Total Project Cost: $884,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed
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Structure Number: 100202007102021, Location: 0.06 MI TO JCT W CL1 TH2 (Lat: 42.928508, Lng: -73.241478), Route carried "on" structure: Other road C30PR, Year Built: 1900, Year Reconstructed: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 788 (year 2029), Features Intersected: PARAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Very 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $315,000, Roadway Improvement Cost: $50,000, Total Project Cost: $365,000 ( Estimate for 2020)
Structure Number: 100202007102021, Location: 0.06 MI TO JCT W CL1 TH2 (Lat: 42.928508, Lng: -73.241478), Route carried "on" structure: Other road C30PR, Year Built: 1900, Year Reconstructed: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 788 (year 2029), Features Intersected: PARAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Very 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $315,000, Roadway Improvement Cost: $50,000, Total Project Cost: $365,000 ( Estimate for 2020)
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Structure Number: 100202007202021, Location: 0.15 MI TO JCT W CL1 TH2 (Lat: 42.929331, Lng: -73.239611), Route carried "on" structure: Other road C30NO, Year Built: 1984, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 63 (year 2029), Design Load: HS 20, Features Intersected: PARAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100202007202021, Location: 0.15 MI TO JCT W CL1 TH2 (Lat: 42.929331, Lng: -73.239611), Route carried "on" structure: Other road C30NO, Year Built: 1984, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 63 (year 2029), Design Load: HS 20, Features Intersected: PARAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 200110000102022, Location: 1.25 MI E NY STATE LINE (Lat: 42.902914, Lng: -73.256111), Route carried "on" structure: State highway 279, Year Built: 2002, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 7,600 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 7,980 (year 2028), Design Load: HS 25 or greater, Features Intersected: BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 54.9m (180.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 200110000102022, Location: 1.25 MI E NY STATE LINE (Lat: 42.902914, Lng: -73.256111), Route carried "on" structure: State highway 279, Year Built: 2002, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 7,600 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 7,980 (year 2028), Design Load: HS 25 or greater, Features Intersected: BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 54.9m (180.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 200110000202022, Location: 1.71 MI E NY STATE LINE (Lat: 42.905506, Lng: -73.248078), Route carried "on" structure: State highway 279, Year Built: 2002, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 7,600 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 7,980 (year 2028), Design Load: HS 25 or greater, Features Intersected: BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.752, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.9m (153.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 200110000202022, Location: 1.71 MI E NY STATE LINE (Lat: 42.905506, Lng: -73.248078), Route carried "on" structure: State highway 279, Year Built: 2002, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 7,600 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 7,980 (year 2028), Design Load: HS 25 or greater, Features Intersected: BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.752, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.9m (153.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 200110000302022, Location: 1.88 MI E NY STATE LINE (Lat: 42.906061, Lng: -73.244631), Route carried "on" structure: State highway 279, Year Built: 2002, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 7,600 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 7,980 (year 2028), Design Load: HS 25 or greater, Features Intersected: VT 279 OVER AUSTIN HILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.026, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 200110000302022, Location: 1.88 MI E NY STATE LINE (Lat: 42.906061, Lng: -73.244631), Route carried "on" structure: State highway 279, Year Built: 2002, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 7,600 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 7,980 (year 2028), Design Load: HS 25 or greater, Features Intersected: VT 279 OVER AUSTIN HILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.026, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 200110000402022, Location: 2.96 MI E NY STATE LINE (Lat: 42.904925, Lng: -73.223606), Route carried "on" structure: State highway 279, Year Built: 2003, Status: Open, Structure Length: 26.12m (85.70ft), Average Daily Traffic: 7,600 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 7,980 (year 2028), Design Load: HS 25 or greater, Features Intersected: SILK RD & WALLOOMSAC RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.764, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 57.0m (187.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200110000402022, Location: 2.96 MI E NY STATE LINE (Lat: 42.904925, Lng: -73.223606), Route carried "on" structure: State highway 279, Year Built: 2003, Status: Open, Structure Length: 26.12m (85.70ft), Average Daily Traffic: 7,600 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 7,980 (year 2028), Design Load: HS 25 or greater, Features Intersected: SILK RD & WALLOOMSAC RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.764, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 57.0m (187.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 201200000302022, Location: 2.2 MI N JCT. VT 7A (Lat: 42.913781, Lng: -73.245811), Route carried "on" structure: Alternate State highway 67A, Year Built: 1921, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 5,565 (year 2028), Design Load: H 15, Features Intersected: PARAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.427, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $50,000, Total Project Cost: $340,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 201200000302022, Location: 2.2 MI N JCT. VT 7A (Lat: 42.913781, Lng: -73.245811), Route carried "on" structure: Alternate State highway 67A, Year Built: 1921, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 5,565 (year 2028), Design Load: H 15, Features Intersected: PARAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.427, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $50,000, Total Project Cost: $340,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200012002A02022, Location: 0.5 MI N JCT VT 7A (Lat: 42.906667, Lng: -73.220000), Route carried "under" structure: Alternate State highway 67A, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 9,100 (year 1998), Truck Traffic: 6%, Features Intersected: VT67 A UNDER VT279
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.692, Lanes on structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft)
Structure Number: 200012002A02022, Location: 0.5 MI N JCT VT 7A (Lat: 42.906667, Lng: -73.220000), Route carried "under" structure: Alternate State highway 67A, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 9,100 (year 1998), Truck Traffic: 6%, Features Intersected: VT67 A UNDER VT279
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.692, Lanes on structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft)
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Structure Number: 200012002B02022, Location: 0.5 MI N JCT VT 7A (Lat: 42.906667, Lng: -73.220000), Route carried "under" structure: Alternate State highway 67A, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 9,100 (year 1998), Truck Traffic: 6%, Features Intersected: VT67 A UNDER VT 279
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.692, Lanes on structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft)
Structure Number: 200012002B02022, Location: 0.5 MI N JCT VT 7A (Lat: 42.906667, Lng: -73.220000), Route carried "under" structure: Alternate State highway 67A, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 9,100 (year 1998), Truck Traffic: 6%, Features Intersected: VT67 A UNDER VT 279
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.692, Lanes on structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft)
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Structure Number: 2002020D1502021, Location: 1.6 MI N JCT VT 7A (Lat: 42.914353, Lng: -73.208461), Route carried "under" structure: US 7, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 8,200 (year 1998), Truck Traffic: 6%, Features Intersected: US 7 UNDER TH NO 14, Facility Carried by Structure: TR 0TH14
Minimum Vertical Clearance: 6.19m (20.31ft), Kilometerpoint: 22.121, Lanes on structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 2002020D1502021, Location: 1.6 MI N JCT VT 7A (Lat: 42.914353, Lng: -73.208461), Route carried "under" structure: US 7, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 8,200 (year 1998), Truck Traffic: 6%, Features Intersected: US 7 UNDER TH NO 14, Facility Carried by Structure: TR 0TH14
Minimum Vertical Clearance: 6.19m (20.31ft), Kilometerpoint: 22.121, Lanes on structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)