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Bridge Statistics for Andover, Vermont (VT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Andover, VT, Vermont, Vermont forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 15 Total length: 19 meters (62ft) Total costs: $9,401,000 Total average daily traffic: 17,570 Total average daily truck traffic: 1,477 Total future (year 2015) average daily traffic: 26,355 National Bridge Inventory (NBI) Registered Bridges for Andover
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 101401000614011, Location: 0.01 MI TO JCT W C3 TH12 (Lat: 43.326667, Lng: -72.721944), Route carried "on" structure: Other road C2002, Year Built: 1950, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 150 (year 1999), Truck Traffic: 2%, Average Future Daily Traffic: 225 (year 2019), Design Load: H 15, Features Intersected: WILLIAMS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 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: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 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: Equal to present minimum criteria, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $781,000, Roadway Improvement Cost: $150,000, Total Project Cost: $931,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 101401002514011, Location: 0.1 MI TO JCT W CL2 TH1 (Lat: 43.279167, Lng: -72.696111), Route carried "on" structure: Other road C3023, Year Built: 1962, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 150 (year 1999), Truck Traffic: 2%, Average Future Daily Traffic: 225 (year 2019), Features Intersected: ANDOVER 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), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2007, Other Special Inspection Date: September 2007, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $25,000, Total Project Cost: $131,000 ( Estimate for 2007) Find on map >>
Structure Number: 101401002614011, Location: 0.1 MI TO JCT W VT11 (Lat: 43.258333, Lng: -72.718333), Route carried "on" structure: Other road C3025, Year Built: 1986, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 100 (year 1999), Truck Traffic: 2%, Average Future Daily Traffic: 150 (year 2019), Design Load: HS 20, Features Intersected: LYMAN BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $443,000, Roadway Improvement Cost: $150,000, Total Project Cost: $593,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 101401002714011, Location: 0.08 MI TO JCT W VT11 (Lat: 43.261111, Lng: -72.690278), Route carried "on" structure: Other road C3029, Year Built: 1974, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 10 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 15 (year 2024), Design Load: H 20, Features Intersected: MID. BR WILLIAMS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.4m (14.4ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $150,000, Total Project Cost: $382,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 101401002814011, Location: 0.08 MI TO JCT W VT11 (Lat: 43.257500, Lng: -72.706944), Route carried "on" structure: Other road C3036, Year Built: 1919, Year Reconstructed: 1972, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 20 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 30 (year 2024), Features Intersected: MID. BR WILLIAMS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 85.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $254,000, Roadway Improvement Cost: $150,000, Total Project Cost: $404,000 ( Estimate for 2007), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 200016003514012, Location: 2.0 MI E JCT VT 121 (Lat: 43.243889, Lng: -72.723333), Route carried "on" structure: State highway 11, Year Built: 1929, Year Reconstructed: 1999, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,100 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 3,150 (year 2018), Design Load: HS 25, Features Intersected: MID. BR WILLIAMS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.682, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $420,000, Roadway Improvement Cost: $150,000, Total Project Cost: $570,000 ( Estimate for 2007), 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 >>
Structure Number: 200016003614012, Location: 2.2 MI E JCT VT 121 (Lat: 43.245556, Lng: -72.722500), Route carried "on" structure: State highway 11, Year Built: 1929, Year Reconstructed: 1970, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,100 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 3,150 (year 2018), Design Load: H 15, Features Intersected: MID. BR WILLIAMS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $422,000, Roadway Improvement Cost: $150,000, Total Project Cost: $572,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 200016003714012, Location: 2.4 MI E JCT VT 121 (Lat: 43.248611, Lng: -72.721389), Route carried "on" structure: State highway 11, Year Built: 1929, Year Reconstructed: 2000, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,100 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 3,150 (year 2018), Design Load: HS 25, Features Intersected: MID. BR WILLIAMS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.197, Lanes on structure: 2, Base Highway Network: Yes, 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: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Fair, Operating Rating: 68.4 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: 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: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $700,000, Roadway Improvement Cost: $150,000, Total Project Cost: $850,000 ( Estimate for 2007), 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 >>
Structure Number: 200016003814012, Location: 2.8 MI E JCT VT 121 (Lat: 43.253611, Lng: -72.719167), Route carried "on" structure: State highway 11, Year Built: 1929, Year Reconstructed: 1972, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,100 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 3,150 (year 2018), Design Load: H 15, Features Intersected: MID. BR WILLIAMS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.808, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, 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: 8.9m (29.2ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.2 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: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $444,000, Roadway Improvement Cost: $150,000, Total Project Cost: $594,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 200016003914012, Location: 3.0 MI E JCT VT 121 (Lat: 43.256111, Lng: -72.717500), Route carried "on" structure: State highway 11, Year Built: 1929, Year Reconstructed: 2000, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 2,100 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 3,150 (year 2018), Design Load: HS 25, Features Intersected: MID. BR WILLIAMS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.066, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $614,000, Roadway Improvement Cost: $150,000, Total Project Cost: $764,000 ( Estimate for 2007), 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 >>
Structure Number: 200016004014012, Location: 3.1 MI E JCT VT 121 (Lat: 43.257500, Lng: -72.716389), Route carried "on" structure: State highway 11, Year Built: 1929, Year Reconstructed: 1972, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,100 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 3,150 (year 2018), Design Load: H 15, Features Intersected: LYMAN BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.323, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 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: 9.3m (30.5ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $451,000, Roadway Improvement Cost: $150,000, Total Project Cost: $601,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 200016004114012, Location: 4.0 MI E JCT VT 121 (Lat: 43.260833, Lng: -72.701389), Route carried "on" structure: State highway 11, Year Built: 1927, Year Reconstructed: 1963, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 2,100 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 3,150 (year 2018), Design Load: H 15, Features Intersected: MID. BR WILLIAMS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.675, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), 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: 10.7m (35.1ft) Condition: Deck: Serious, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $677,000, Roadway Improvement Cost: $150,000, Total Project Cost: $827,000 ( 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: 200132000714012, Location: 1.9 MI N JCT. VT.11 (Lat: 43.273333, Lng: -72.689444), Route carried "on" structure: County highway 1, Year Built: 1979, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 890 (year 1995), Truck Traffic: 6%, Average Future Daily Traffic: 1,335 (year 2015), Features Intersected: ANDOVER 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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.1 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: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $396,000, Roadway Improvement Cost: $150,000, Total Project Cost: $546,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 200132000814012, Location: 3.0 MI N JCT. VT.11 (Lat: 43.280833, Lng: -72.707222), Route carried "on" structure: County highway 1, Year Built: 1993, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 900 (year 1995), Truck Traffic: 6%, Average Future Daily Traffic: 1,350 (year 2015), Design Load: HS 20, Features Intersected: ANDOVER 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.0m (29.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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 2006, Bridge Improvement Cost: $589,000, Roadway Improvement Cost: $150,000, Total Project Cost: $739,000 ( Estimate for 2007), 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 >>
Structure Number: 200132000914012, Location: 3.8 MI N JCT. VT.11 (Lat: 43.285556, Lng: -72.723611), Route carried "on" structure: County highway 1, Year Built: 1939, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 650 (year 1995), Truck Traffic: 6%, Average Future Daily Traffic: 975 (year 2015), Design Load: H 15, Features Intersected: TROUT 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: 3 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: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 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: Better than present minimum criteria, Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $747,000, Roadway Improvement Cost: $150,000, Total Project Cost: $897,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular Vermont forum Back to: Andover, VT, Vermont, All US cities.
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