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Bridge Statistics for Waitsfield, Vermont (VT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Waitsfield, VT, Vermont, Vermont forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 10 Total length: 25 meters (82ft) Total costs: $8,532,000 Total average daily traffic: 30,030 Total average daily truck traffic: 2,393 Total future (year 2018) average daily traffic: 45,045 National Bridge Inventory (NBI) Registered Bridges for Waitsfield
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 101216000412161, Location: 0.08 MI TO JCT W VT100 (Lat: 44.189444, Lng: -72.823611), Route carried "on" structure: Other road C2001, Year Built: 1833, Year Reconstructed: 1973, Status: Posted for load, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 1,900 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 2,850 (year 2018), Design Load: H 10, Features Intersected: MAD RIVER Minimum Vertical Clearance: 3.20m (10.50ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Wood or Timber, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.5m (14.8ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 2.7 metric tons, Inventory Rating: 2.7 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $580,000, Roadway Improvement Cost: $150,000, Total Project Cost: $730,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 101216002012161, Location: 0.15 MI TO JCT W C3 TH15 (Lat: 44.205556, Lng: -72.791944), Route carried "on" structure: Other road C2003, Year Built: 1872, Year Reconstructed: 1977, Status: Posted for load-capacity, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 250 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 375 (year 2018), Design Load: H 20, Features Intersected: PINE BROOK Minimum Vertical Clearance: 3.15m (10.33ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2006, Critical Feature Inspection Date: September 2006, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $150,000, Total Project Cost: $452,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed Find on map >>
Structure Number: 101216002212161, Location: 0.1 MI TO JCT W VT100 (Lat: 44.151389, Lng: -72.840000), Route carried "on" structure: Other road C3029, Year Built: 1999, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 180 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 270 (year 2018), Design Load: HS 25, Features Intersected: MAD 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: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.6m (15.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable 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: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2006, Critical Feature Inspection Date: September 2006, Bridge Improvement Cost: $391,000, Roadway Improvement Cost: $150,000, Total Project Cost: $541,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed Find on map >>
Structure Number: 101216002412161, Location: 0.1 MI TO JCT W VT100 (Lat: 44.220278, Lng: -72.789167), Route carried "on" structure: Other road C3008, Year Built: 1955, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 300 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 450 (year 2018), Features Intersected: MAD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.0m (13.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2006, Critical Feature Inspection Date: September 2006, Bridge Improvement Cost: $415,000, Roadway Improvement Cost: $150,000, Total Project Cost: $565,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 101216002512161, Location: 0.1 MI TO JCT W VT100 (Lat: 44.204167, Lng: -72.807222), Route carried "on" structure: Other road C3015, Year Built: 1983, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 800 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 1,200 (year 2018), Design Load: HS 20, Features Intersected: MAD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, 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: 4.69m (15.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $1,437,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,587,000 ( 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: 200013017712162, Location: 0.8 MI S JCT. VT.17 (Lat: 44.173056, Lng: -72.832778), Route carried "on" structure: State highway 100, Year Built: 1938, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 4,900 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 7,350 (year 2018), Design Load: H 15, Features Intersected: MAD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.770, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2300001, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.16m (20.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,320,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,470,000 ( 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: 200013017812162, Location: 0.3 MI S JCT. VT.17 (Lat: 44.178333, Lng: -72.836111), Route carried "on" structure: State highway 100, Year Built: 1938, Year Reconstructed: 1973, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 4,900 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 7,350 (year 2018), Design Load: H 15, Features Intersected: MILL BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 208.446, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2300001, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.8 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: 2.96m (9.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $826,000, Roadway Improvement Cost: $150,000, Total Project Cost: $976,000 ( 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: 200013018112162, Location: 2.5 MI N JCT. VT.17 (Lat: 44.204167, Lng: -72.808889), Route carried "on" structure: State highway 100, Year Built: 1940, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,900 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 10,350 (year 2018), Design Load: H 15, Features Intersected: BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 212.549, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2300001, Subroute: 1), Owner: State 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: 7.0m (23.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $322,000, Roadway Improvement Cost: $150,000, Total Project Cost: $472,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 200013018612162, Location: 0.9 MI S JCT. VT.100B (Lat: 44.228889, Lng: -72.783889), Route carried "on" structure: State highway 100, Year Built: 1938, Year Reconstructed: 1977, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 6,900 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 10,350 (year 2018), Design Load: H 15, Features Intersected: SHEPARD BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 216.105, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2300001, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $833,000, Roadway Improvement Cost: $150,000, Total Project Cost: $983,000 ( 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: 200200003812162, Location: 0.1 MI W JCT. VT.100 (Lat: 44.180833, Lng: -72.842500), Route carried "on" structure: State highway 17, Year Built: 1939, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 3,000 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 4,500 (year 2018), Design Load: H 15, Features Intersected: MILL BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State 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: 18.0m (59.1ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 38.7 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $606,000, Roadway Improvement Cost: $150,000, Total Project Cost: $756,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place Discuss this city on our hugely popular Vermont forum Back to: Waitsfield, VT, Vermont, All US cities.
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