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Bridge Statistics for Pawlet, Vermont (VT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Pawlet, VT, Vermont, Vermont forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 11 Total length: 19 meters (62ft) Total costs: $8,106,000 Total average daily traffic: 13,037 Total average daily truck traffic: 972 Total future (year 2015) average daily traffic: 19,555 National Bridge Inventory (NBI) Registered Bridges for Pawlet
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 101114002311141, Location: 0.25 MI TO JCT W VT30 (Lat: 43.345278, Lng: -73.181667), Route carried "on" structure: Other road C3024, Year Built: 1938, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 150 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 225 (year 2018), Features Intersected: METTAWEE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 4.7m (15.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.3 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $498,000, Roadway Improvement Cost: $150,000, Total Project Cost: $648,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 101114002411141, Location: 0.01 MI TO JCT W CL2 TH1 (Lat: 43.370833, Lng: -73.216111), Route carried "on" structure: Other road C3016, Year Built: 1950, Year Reconstructed: 1971, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 50 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 75 (year 2018), Design Load: HS 15, Features Intersected: METTAWEE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $404,000, Roadway Improvement Cost: $150,000, Total Project Cost: $554,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 101114002511141, Location: 0.15 MI TO JCT W VT30 (Lat: 43.393333, Lng: -73.224444), Route carried "on" structure: Other road C3008, Year Built: 1933, Year Reconstructed: 1988, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,077 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 1,615 (year 2024), Design Load: HS 20, Features Intersected: METTAWEE 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.6 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $777,000, Roadway Improvement Cost: $150,000, Total Project Cost: $927,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 200015007011142, Location: 1.5 MI S JCT. VT.133 (Lat: 43.325556, Lng: -73.171389), Route carried "on" structure: State highway 30, Year Built: 1934, Year Reconstructed: 1949, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 2,800 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 4,200 (year 2018), Design Load: H 15, Features Intersected: METTAWEE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.670, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $845,000, Roadway Improvement Cost: $150,000, Total Project Cost: $995,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 200015007311142, Location: 0.01 MI N JCT. VT.133 (Lat: 43.346667, Lng: -73.177500), Route carried "on" structure: State highway 30, Year Built: 1916, Year Reconstructed: 1942, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,300 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 3,450 (year 2018), Design Load: H 20, Features Intersected: FLOWER BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 87.127, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.35m (7.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,091,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,241,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 200131000611142, Location: 5.8 MI W JCT. VT.30 (Lat: 43.320833, Lng: -73.243333), Route carried "on" structure: County highway 1, Year Built: 1937, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 430 (year 1995), Truck Traffic: 6%, Average Future Daily Traffic: 645 (year 2015), Design Load: H 15, Features Intersected: INDIAN RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $406,000, Roadway Improvement Cost: $150,000, Total Project Cost: $556,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 200131000811142, Location: 1.3 MI W JCT. VT.30 (Lat: 43.372778, Lng: -73.230556), Route carried "on" structure: County highway 1, Year Built: 1922, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 550 (year 1995), Truck Traffic: 6%, Average Future Daily Traffic: 825 (year 2015), Design Load: H 15, Features Intersected: METTAWEE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $236,000, Roadway Improvement Cost: $25,000, Total Project Cost: $261,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 200139000111142, Location: 0.4 MI E JCT. VT.30 (Lat: 43.348056, Lng: -73.169722), Route carried "on" structure: State highway 133, Year Built: 1936, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,200 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 1,800 (year 2018), Design Load: H 15, Features Intersected: FLOWER BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $627,000, Roadway Improvement Cost: $150,000, Total Project Cost: $777,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 200139000211142, Location: 0.6 MI E JCT. VT.30 (Lat: 43.348056, Lng: -73.165556), Route carried "on" structure: State highway 133, Year Built: 1936, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,200 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 1,800 (year 2018), Design Load: H 15, Features Intersected: FLOWER BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $497,000, Roadway Improvement Cost: $150,000, Total Project Cost: $647,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 200139000311142, Location: 1.5 MI E JCT. VT.30 (Lat: 43.354444, Lng: -73.152778), Route carried "on" structure: State highway 133, Year Built: 1937, Year Reconstructed: 1983, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 780 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 1,170 (year 2018), Design Load: H 15, Features Intersected: FLOWER BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $622,000, Roadway Improvement Cost: $150,000, Total Project Cost: $772,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 200154000211142, Location: 0.6 MI W JCT. VT.30 (Lat: 43.403056, Lng: -73.237222), Route carried "on" structure: State highway 149, Year Built: 1971, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,500 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 3,750 (year 2018), Design Load: HS 20, Features Intersected: WELLS BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $578,000, Roadway Improvement Cost: $150,000, Total Project Cost: $728,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Discuss this city on our hugely popular Vermont forum Back to: Pawlet, VT, Vermont, All US cities.
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