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Bridge Statistics for Moretown, Vermont (VT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Moretown, VT, Vermont, Vermont forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 11
Total length: 44 meters (144ft) Total costs: $3,511,000 Total average daily traffic: 18,570 Total average daily truck traffic: 903 Total future (year 2018) average daily traffic: 25,664 National Bridge Inventory (NBI) Registered Bridges for Moretown
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >> Show street view
Structure Number: 101212002112121, Location: @ JCT W CL4 TH47 (Lat: 44.207222, Lng: -72.697500), Route carried "on" structure: Other road C2001, Year Built: 1919, Year Reconstructed: 1954, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 250 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 375 (year 2028), Design Load: H 15, Features Intersected: COX BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), 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: 6.5m (21.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 40.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 10, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $35,000, Total Project Cost: $159,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >> Show street view
Structure Number: 101212003612121, Location: 0.57 MI TO JCT W C3 TH50 (Lat: 44.204444, Lng: -72.693611), Route carried "on" structure: Other road C2001, Year Built: 1919, Year Reconstructed: 1953, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 175 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 262 (year 2028), Design Load: H 15, Features Intersected: COX 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: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.6m (21.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 10, Bridge Improvement Cost: $147,000, Roadway Improvement Cost: $35,000, Total Project Cost: $182,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >> Show street view
Structure Number: 101212003812121, Location: 0.01 MI TO JCT W C2 TH1 (Lat: 44.246389, Lng: -72.745833), Route carried "on" structure: Other road C4051, Year Built: 1994, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 15 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 22 (year 2028), Features Intersected: COX BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft) 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $35,000, Total Project Cost: $121,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 101212004112121, Location: 0.1 MI TO JCT W VT100B (Lat: 44.276667, Lng: -72.742500), Route carried "on" structure: Other road C3024, Year Built: 1928, Status: Temporarily open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 10 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 15 (year 2028), Design Load: H 20, 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: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.1m (13.5ft) Condition: Deck: Satisfactory, Superstructure: Failed, Substructure: Satisfactory, Channel: Good, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.54m (11.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 10, Critical Feature Inspection Date: August 10, Bridge Improvement Cost: $309,000, Roadway Improvement Cost: $35,000, Total Project Cost: $344,000 ( Estimate for 2011), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed Find on map >> Show street view
Structure Number: 101212004212121, Location: 0.05 MI TO JCT W VT100B (Lat: 44.250833, Lng: -72.762222), Route carried "on" structure: Other road C3039, Year Built: 1920, Year Reconstructed: 1991, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 20 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 30 (year 2028), Design Load: H 15, 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: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft) Condition: Deck: Very good, Superstructure: Fair, Substructure: Very good, Channel: Very good, Operating Rating: 28.8 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 corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 10, Critical Feature Inspection Date: July 10, Bridge Improvement Cost: $249,000, Roadway Improvement Cost: $35,000, Total Project Cost: $284,000 ( Estimate for 2011), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed Find on map >> Show street view
Structure Number: 200167000112122, Location: 0.2 MI N JCT. VT.100 (Lat: 44.243889, Lng: -72.774722), Route carried "on" structure: Alternate State highway 100B, Year Built: 1927, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 3,100 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 4,340 (year 2018), Design Load: H 15, Features Intersected: DOWSVILLE 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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $154,000, Roadway Improvement Cost: $35,000, Total Project Cost: $189,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 200167000712122, Location: 2.3 MI S JCT. U.S.2 (Lat: 44.286111, Lng: -72.703611), Route carried "on" structure: Alternate State highway 100B, Year Built: 1967, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 2,400 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 3,360 (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: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 200167000812122, Location: 0.1 MI S JCT. U.S.2 (Lat: 44.291111, Lng: -72.679167), Route carried "on" structure: Alternate State highway 100B, Year Built: 2001, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 2,700 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 3,780 (year 2029), Design Load: HS 25, Features Intersected: WINOOSKI RIVER 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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 200284005012122, Location: 1.3 MI W JCT. VT.100B (Lat: 44.306111, Lng: -72.696111), Route carried "on" structure: US 2, Year Built: 2010, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 4,200 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 5,500 (year 2028), Features Intersected: WINOOSKI RIVER Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.6m (143.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.63m (28.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $1,868,000, Roadway Improvement Cost: $35,000, Total Project Cost: $1,903,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 201212000212121, Location: 0.6 MI N JCT. VT.100 (Lat: 44.245556, Lng: -72.769444), Route carried "on" structure: Alternate State highway 100B, Year Built: 1928, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 3,100 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 4,340 (year 2018), Design Load: H 15, Features Intersected: MAD RIVER 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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.2m (23.6ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $294,000, Roadway Improvement Cost: $35,000, Total Project Cost: $329,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 201212000412121, Location: 1.6 MI N JCT. VT.100 (Lat: 44.256111, Lng: -72.757222), Route carried "on" structure: Alternate State highway 100B, Year Built: 1994, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 2,600 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 3,640 (year 2029), Design Load: HS 25, Features Intersected: MAD RIVER 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), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, 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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