Bridge Statistics for Newfane, Vermont (VT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 89ft / 26.6mTotal length
- $5,945,000Total costs
- 23,170Total average daily traffic
- 1,778Total average daily truck traffic
- 24,331Total future (year 2027) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Newfane
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 31920-1929
- 31930-1939
- 21940-1949
- 31950-1959
- 11970-1979
- 21980-1989
- 21990-1999
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 11970-1979
- 31980-1989
- 01990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 37.5%Very good
- 31.3%Good
- 12.5%Satisfactory
- 18.8%Fair
- Bridge Condition - Superstructure
- 18.8%Very good
- 43.8%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Substructure
- 18.8%Very good
- 31.3%Good
- 50.0%Satisfactory
- Bridge Condition - Channel
- 23.5%Very good
- 47.1%Good
- 17.6%Satisfactory
- 11.8%Fair
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Structure Number: 101312000513121, Location: 0.4 MI TO JCT W CL3 TH9 (Lat: 43.007633, Lng: -72.697881), Route carried "on" structure: Other road C2001, Year Built: 1986, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 160 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 168 (year 2029), Design Load: HS 20, Features Intersected: WARDSBORO 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: 3 degrees, 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: 8.8m (28.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.0 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 101312000513121, Location: 0.4 MI TO JCT W CL3 TH9 (Lat: 43.007633, Lng: -72.697881), Route carried "on" structure: Other road C2001, Year Built: 1986, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 160 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 168 (year 2029), Design Load: HS 20, Features Intersected: WARDSBORO 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: 3 degrees, 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: 8.8m (28.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.0 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 101312000813121, Location: 0.15 MI TO JCT W C3 TH12 (Lat: 42.996272, Lng: -72.681269), Route carried "on" structure: Other road C2001, Year Built: 1926, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 540 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 567 (year 2029), Features Intersected: WARDSBORO 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: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $261,000, Roadway Improvement Cost: $50,000, Total Project Cost: $311,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 101312000813121, Location: 0.15 MI TO JCT W C3 TH12 (Lat: 42.996272, Lng: -72.681269), Route carried "on" structure: Other road C2001, Year Built: 1926, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 540 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 567 (year 2029), Features Intersected: WARDSBORO 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: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $261,000, Roadway Improvement Cost: $50,000, Total Project Cost: $311,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 101312001013121, Location: @ JCT W CL3 TH19 (Lat: 42.997611, Lng: -72.685833), Route carried "on" structure: Other road C2001, Year Built: 1970, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 525 (year 2029), Design Load: HS 20, Features Intersected: WARDSBORO BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 101312001013121, Location: @ JCT W CL3 TH19 (Lat: 42.997611, Lng: -72.685833), Route carried "on" structure: Other road C2001, Year Built: 1970, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 525 (year 2029), Design Load: HS 20, Features Intersected: WARDSBORO BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 101312001113121, Location: 0.5 MI TO JCT W VT30 (Lat: 42.991406, Lng: -72.659856), Route carried "on" structure: Other road C2001, Year Built: 1958, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 570 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 599 (year 2029), Design Load: H 20, Features Intersected: SMITH 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: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $874,000, Roadway Improvement Cost: $50,000, Total Project Cost: $924,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 101312001113121, Location: 0.5 MI TO JCT W VT30 (Lat: 42.991406, Lng: -72.659856), Route carried "on" structure: Other road C2001, Year Built: 1958, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 570 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 599 (year 2029), Design Load: H 20, Features Intersected: SMITH 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: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $874,000, Roadway Improvement Cost: $50,000, Total Project Cost: $924,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 101312003813121, Location: 0.6 MI TO JCT W CL3 TH57 (Lat: 42.980631, Lng: -72.715600), Route carried "on" structure: Other road C3019, Year Built: 1939, Year Reconstructed: 2013, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 11 (year 2029), Design Load: H 15, Features Intersected: BAKER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.8m (12.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: September 2020, Bridge Improvement Cost: $101,000, Roadway Improvement Cost: $50,000, Total Project Cost: $151,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 101312003813121, Location: 0.6 MI TO JCT W CL3 TH57 (Lat: 42.980631, Lng: -72.715600), Route carried "on" structure: Other road C3019, Year Built: 1939, Year Reconstructed: 2013, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 11 (year 2029), Design Load: H 15, Features Intersected: BAKER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.8m (12.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: September 2020, Bridge Improvement Cost: $101,000, Roadway Improvement Cost: $50,000, Total Project Cost: $151,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 101312004013121, Location: 1.1 MI TO JCT W CL3 TH57 (Lat: 42.975592, Lng: -72.713594), Route carried "on" structure: Other road C3019, Year Built: 1992, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 11 (year 2029), Design Load: H 20, Features Intersected: BAKER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 39.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $217,000, Roadway Improvement Cost: $50,000, Total Project Cost: $267,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed
Structure Number: 101312004013121, Location: 1.1 MI TO JCT W CL3 TH57 (Lat: 42.975592, Lng: -72.713594), Route carried "on" structure: Other road C3019, Year Built: 1992, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 11 (year 2029), Design Load: H 20, Features Intersected: BAKER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 39.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $217,000, Roadway Improvement Cost: $50,000, Total Project Cost: $267,000 ( 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: 101312004113121, Location: @ JCT W CL3 TH19 (Lat: 42.952811, Lng: -72.690981), Route carried "on" structure: Other road C3041, Year Built: 1939, Year Reconstructed: 1971, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 105 (year 2029), Design Load: H 10, Features Intersected: BAKER BROOK, Facility Carried by Structure: C3026
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $323,000, Roadway Improvement Cost: $150,000, Total Project Cost: $473,000 ( Estimate for 2020), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 101312004113121, Location: @ JCT W CL3 TH19 (Lat: 42.952811, Lng: -72.690981), Route carried "on" structure: Other road C3041, Year Built: 1939, Year Reconstructed: 1971, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 105 (year 2029), Design Load: H 10, Features Intersected: BAKER BROOK, Facility Carried by Structure: C3026
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $323,000, Roadway Improvement Cost: $150,000, Total Project Cost: $473,000 ( Estimate for 2020), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 101312004313121, Location: 0.1 MI TO JCT W CL2 TH1 (Lat: 42.999558, Lng: -72.676425), Route carried "on" structure: Other road C3011, Year Built: 1950, Year Reconstructed: 1980, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 158 (year 2029), Design Load: HS 20, Features Intersected: WARDSBORO BROOK
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: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $209,000, Roadway Improvement Cost: $50,000, Total Project Cost: $259,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 101312004313121, Location: 0.1 MI TO JCT W CL2 TH1 (Lat: 42.999558, Lng: -72.676425), Route carried "on" structure: Other road C3011, Year Built: 1950, Year Reconstructed: 1980, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 158 (year 2029), Design Load: HS 20, Features Intersected: WARDSBORO BROOK
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: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $209,000, Roadway Improvement Cost: $50,000, Total Project Cost: $259,000 ( 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: 101312004413121, Location: 0.01 MI TO JCT W CL2 TH1 (Lat: 43.003978, Lng: -72.689928), Route carried "on" structure: Other road C3048, Year Built: 1991, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 11 (year 2029), Features Intersected: WARDSBORO BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $164,000, Roadway Improvement Cost: $50,000, Total Project Cost: $214,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed
Structure Number: 101312004413121, Location: 0.01 MI TO JCT W CL2 TH1 (Lat: 43.003978, Lng: -72.689928), Route carried "on" structure: Other road C3048, Year Built: 1991, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 11 (year 2029), Features Intersected: WARDSBORO BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $164,000, Roadway Improvement Cost: $50,000, Total Project Cost: $214,000 ( 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: 101312004813121, Location: 0.03 MI TO JCT W VT30 (Lat: 42.964722, Lng: -72.652919), Route carried "on" structure: Other road C3015, Year Built: 1939, Year Reconstructed: 2017, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 400 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 420 (year 2027), Design Load: HL 93, Features Intersected: SMITH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 101312004813121, Location: 0.03 MI TO JCT W VT30 (Lat: 42.964722, Lng: -72.652919), Route carried "on" structure: Other road C3015, Year Built: 1939, Year Reconstructed: 2017, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 400 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 420 (year 2027), Design Load: HL 93, Features Intersected: SMITH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 101312005013121, Location: 0.02 MI TO JCT W C3 TH19 (Lat: 42.959228, Lng: -72.697450), Route carried "on" structure: Other road C3049, Year Built: 1920, Year Reconstructed: 1975, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 105 (year 2029), Features Intersected: BAKER BROOK, Facility Carried by Structure: C3047
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed
Structure Number: 101312005013121, Location: 0.02 MI TO JCT W C3 TH19 (Lat: 42.959228, Lng: -72.697450), Route carried "on" structure: Other road C3049, Year Built: 1920, Year Reconstructed: 1975, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 105 (year 2029), Features Intersected: BAKER BROOK, Facility Carried by Structure: C3047
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed
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Structure Number: 101312006413121, Location: 0.08 MI TO JCT W VT.30 (Lat: 42.982489, Lng: -72.657414), Route carried "on" structure: Other road C3076, Year Built: 1984, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 520 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 546 (year 2029), Design Load: HS 20, Features Intersected: SMITH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $368,000, Roadway Improvement Cost: $50,000, Total Project Cost: $418,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels
Structure Number: 101312006413121, Location: 0.08 MI TO JCT W VT.30 (Lat: 42.982489, Lng: -72.657414), Route carried "on" structure: Other road C3076, Year Built: 1984, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 520 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 546 (year 2029), Design Load: HS 20, Features Intersected: SMITH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $368,000, Roadway Improvement Cost: $50,000, Total Project Cost: $418,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels
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Structure Number: 200015001113122, Location: 6.0 MI S JCT. VT.35 (Lat: 42.969075, Lng: -72.657411), Route carried "on" structure: State highway 30, Year Built: 1926, Year Reconstructed: 1986, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 5,700 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 5,985 (year 2028), Design Load: HS 20+Mod, Features Intersected: SMITH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.059, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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
Structure Number: 200015001113122, Location: 6.0 MI S JCT. VT.35 (Lat: 42.969075, Lng: -72.657411), Route carried "on" structure: State highway 30, Year Built: 1926, Year Reconstructed: 1986, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 5,700 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 5,985 (year 2028), Design Load: HS 20+Mod, Features Intersected: SMITH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.059, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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
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Structure Number: 200015001213122, Location: 5.6 MI S JCT. VT.35 (Lat: 42.975811, Lng: -72.657511), Route carried "on" structure: State highway 30, Year Built: 1945, Year Reconstructed: 1971, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 5,700 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 5,985 (year 2028), Design Load: H 15, Features Intersected: SMITH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.831, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $504,000, Roadway Improvement Cost: $50,000, Total Project Cost: $554,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200015001213122, Location: 5.6 MI S JCT. VT.35 (Lat: 42.975811, Lng: -72.657511), Route carried "on" structure: State highway 30, Year Built: 1945, Year Reconstructed: 1971, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 5,700 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 5,985 (year 2028), Design Load: H 15, Features Intersected: SMITH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.831, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $504,000, Roadway Improvement Cost: $50,000, Total Project Cost: $554,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200015001313122, Location: 5.2 MI S JCT. VT.35 (Lat: 42.980978, Lng: -72.656686), Route carried "on" structure: State highway 30, Year Built: 1945, Year Reconstructed: 1989, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 5,700 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 5,985 (year 2028), Design Load: H 15, Features Intersected: SMITH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.426, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $785,000, Roadway Improvement Cost: $50,000, Total Project Cost: $835,000 ( 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: 200015001313122, Location: 5.2 MI S JCT. VT.35 (Lat: 42.980978, Lng: -72.656686), Route carried "on" structure: State highway 30, Year Built: 1945, Year Reconstructed: 1989, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 5,700 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 5,985 (year 2028), Design Load: H 15, Features Intersected: SMITH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.426, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $785,000, Roadway Improvement Cost: $50,000, Total Project Cost: $835,000 ( 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: 200106001613122, Location: 2.4 MI W JCT. VT.30 (Lat: 42.945000, Lng: -72.682003), Route carried "on" structure: County highway 2, Year Built: 1954, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 1,500 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,575 (year 2027), Design Load: H 15, Features Intersected: BAKER BROOK, Facility Carried by Structure: TR 01 FAS 106
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $725,000, Roadway Improvement Cost: $50,000, Total Project Cost: $775,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 200106001613122, Location: 2.4 MI W JCT. VT.30 (Lat: 42.945000, Lng: -72.682003), Route carried "on" structure: County highway 2, Year Built: 1954, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 1,500 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,575 (year 2027), Design Load: H 15, Features Intersected: BAKER BROOK, Facility Carried by Structure: TR 01 FAS 106
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $725,000, Roadway Improvement Cost: $50,000, Total Project Cost: $775,000 ( 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: 200106001713122, Location: 2.7 MI W JCT. VT.30 (Lat: 42.942914, Lng: -72.686789), Route carried "on" structure: County highway 2, Year Built: 1870, Year Reconstructed: 2010, Status: Posted for load, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,500 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,575 (year 2027), Design Load: H 20, Features Intersected: ROCK RIVER
Minimum Vertical Clearance: 3.60m (11.81ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $714,000, Roadway Improvement Cost: $50,000, Total Project Cost: $764,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed
Structure Number: 200106001713122, Location: 2.7 MI W JCT. VT.30 (Lat: 42.942914, Lng: -72.686789), Route carried "on" structure: County highway 2, Year Built: 1870, Year Reconstructed: 2010, Status: Posted for load, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,500 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,575 (year 2027), Design Load: H 20, Features Intersected: ROCK RIVER
Minimum Vertical Clearance: 3.60m (11.81ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $714,000, Roadway Improvement Cost: $50,000, Total Project Cost: $764,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed