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Bridge Statistics for Waterford, Vermont (VT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Waterford, VT, Vermont, Vermont forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 27 Total length: 130 meters (427ft) Total costs: $27,174,000 Total average daily traffic: 48,001 Total average daily truck traffic: 5,812 National Bridge Inventory (NBI) Registered Bridges for Waterford
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 100316001303161, Location: 0.15 MI TO JCT W C3 TH45 (Lat: 44.374167, Lng: -72.017778), Route carried "on" structure: Other road C3038, Year Built: 1978, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 400 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 600 (year 2018), Design Load: H 20, Features Intersected: SIMPSONS 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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.2 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: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $412,000, Roadway Improvement Cost: $150,000, Total Project Cost: $562,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 200091080N03162, Location: 2.2 MI S EXIT 20 (Lat: 44.375278, Lng: -72.021111), Route carried "on" structure: Interstate 91, Year Built: 1978, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,200 (year 1998), Truck Traffic: 13%, Average Future Daily Traffic: 4,800 (year 2018), Design Load: HS 20, Features Intersected: I 91 OVER TH NO 38 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 203.941, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft) Condition: Culverts: Good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $25,000, Total Project Cost: $212,000 ( Estimate for 2007) Find on map >>
Structure Number: 200091081B03162, Location: I 91 EXIT 19 (Lat: 44.396389, Lng: -72.017778), Route carried "on" structure: Ramp Interstate 91, Year Built: 1982, Status: Open, Structure Length: 12.74m (41.80ft), Average Daily Traffic: 638 (year 1998), Truck Traffic: 13%, Average Future Daily Traffic: 957 (year 2018), Design Load: HS 20+Mod, Features Intersected: RAMP B OVER I91N&S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 206.354, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.6m (120.1ft), 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: 8.2m (26.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 82.8 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.02m (46.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $3,241,000, Roadway Improvement Cost: $150,000, Total Project Cost: $3,391,000 ( 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: 200091081N03162, Location: I 91 EXIT 19 (Lat: 44.396667, Lng: -72.017500), Route carried "on" structure: Interstate 91, Year Built: 1978, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 3,200 (year 1998), Truck Traffic: 13%, Average Future Daily Traffic: 4,800 (year 2018), Design Load: HS 20, Features Intersected: I 91NB OVER RAMP D Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 206.354, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.9 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.08m (13.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $1,442,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,592,000 ( 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: 200091081S03162, Location: I 91 EXIT 19 (Lat: 44.396667, Lng: -72.018056), Route carried "on" structure: Interstate 91, Year Built: 1978, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 3,200 (year 1998), Truck Traffic: 13%, Average Future Daily Traffic: 4,800 (year 2018), Design Load: HS 20, Features Intersected: I 91SB OVER RAMP D Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 206.370, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $1,610,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,760,000 ( 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: 200093001N03162, Location: 7.1 MI S EXIT 1 (Lat: 44.348333, Lng: -71.892778), Route carried "on" structure: Interstate 93, Year Built: 1982, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 1,850 (year 1998), Truck Traffic: 13%, Average Future Daily Traffic: 2,775 (year 2018), Design Load: HS 20+Mod, Features Intersected: I 93 OVER VT 18 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 45.9 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $2,420,000, Roadway Improvement Cost: $150,000, Total Project Cost: $2,570,000 ( 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: 200093001S03162, Location: 7.1 MI S EXIT 1 (Lat: 44.348611, Lng: -71.893333), Route carried "on" structure: Interstate 93, Year Built: 1982, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 1,850 (year 1998), Truck Traffic: 13%, Average Future Daily Traffic: 2,775 (year 2018), Design Load: HS 20+Mod, Features Intersected: I 93 OVER VT 18 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 45.9 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $2,202,000, Roadway Improvement Cost: $150,000, Total Project Cost: $2,352,000 ( 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: 200093002N03162, Location: 6.0 MI S EXIT 1 (Lat: 44.364167, Lng: -71.900833), Route carried "on" structure: Interstate 93, Year Built: 1982, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,850 (year 1998), Truck Traffic: 13%, Average Future Daily Traffic: 2,775 (year 2018), Design Load: HS 20+Mod, Features Intersected: I 93 OVER TH NO 17 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.478, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft) Condition: Culverts: Very good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $197,000, Roadway Improvement Cost: $25,000, Total Project Cost: $222,000 ( Estimate for 2007) Find on map >>
Structure Number: 200093002S03162, Location: 6.0 MI S EXIT 1 (Lat: 44.363889, Lng: -71.901667), Route carried "on" structure: Interstate 93, Year Built: 1982, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,850 (year 1998), Truck Traffic: 13%, Average Future Daily Traffic: 2,775 (year 2018), Design Load: HS 20+Mod, Features Intersected: I 93 OVER TH NO 17 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.478, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft) Condition: Culverts: Very good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $197,000, Roadway Improvement Cost: $25,000, Total Project Cost: $222,000 ( Estimate for 2007) Find on map >>
Structure Number: 200093003N03162, Location: 2.9 MI S EXIT 1 (Lat: 44.401667, Lng: -71.918611), Route carried "on" structure: Interstate 93, Year Built: 1982, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 1,850 (year 1998), Truck Traffic: 13%, Average Future Daily Traffic: 2,775 (year 2018), Design Load: HS 20+Mod, Features Intersected: I 93 OVER TH NO 12 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.401, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 77.4 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.15m (13.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $1,455,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,605,000 ( 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: 200093003S03162, Location: 2.9 MI S EXIT 1 (Lat: 44.401944, Lng: -71.919444), Route carried "on" structure: Interstate 93, Year Built: 1982, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 1,850 (year 1998), Truck Traffic: 13%, Average Future Daily Traffic: 2,775 (year 2018), Design Load: HS 20+Mod, Features Intersected: I 93 OVER TH NO 12 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.401, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 77.4 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.15m (13.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $1,455,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,605,000 ( 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: 200093004N03162, Location: 1.8 MI S EXIT 1 (Lat: 44.416111, Lng: -71.925278), Route carried "on" structure: Interstate 93, Year Built: 1982, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,850 (year 1998), Truck Traffic: 13%, Average Future Daily Traffic: 2,775 (year 2018), Design Load: HS 20+Mod, Features Intersected: I 93 OVER TH NO 1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.139, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft) Condition: Culverts: Very good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $197,000, Roadway Improvement Cost: $25,000, Total Project Cost: $222,000 ( Estimate for 2007) Find on map >>
Structure Number: 200093004S03162, Location: 1.8 MI S EXIT 1 (Lat: 44.415556, Lng: -71.926111), Route carried "on" structure: Interstate 93, Year Built: 1982, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,850 (year 1998), Truck Traffic: 13%, Average Future Daily Traffic: 2,775 (year 2018), Design Load: HS 20+Mod, Features Intersected: I 93 OVER TH NO 1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.139, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft) Condition: Culverts: Good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $197,000, Roadway Improvement Cost: $25,000, Total Project Cost: $222,000 ( Estimate for 2007) Find on map >>
Structure Number: 200093005N03162, Location: 1.1 MI S EXIT 1 (Lat: 44.422500, Lng: -71.936111), Route carried "on" structure: Interstate 93, Year Built: 1982, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 1,850 (year 1998), Truck Traffic: 13%, Average Future Daily Traffic: 2,775 (year 2018), Design Load: HS 20+Mod, Features Intersected: I 93 OVER TH NO 7 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.282, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $1,404,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,554,000 ( 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: 200093005S03162, Location: 1.1 MI S EXIT 1 (Lat: 44.422500, Lng: -71.936944), Route carried "on" structure: Interstate 93, Year Built: 1982, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 1,850 (year 1998), Truck Traffic: 13%, Average Future Daily Traffic: 2,775 (year 2018), Design Load: HS 20+Mod, Features Intersected: I 93 OVER TH NO 7 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.282, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $1,404,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,554,000 ( 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: 200093006C03162, Location: I 93 EXIT 1 (Lat: 44.425000, Lng: -71.954722), Route carried "on" structure: Ramp Interstate 93, Year Built: 1982, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 559 (year 1998), Truck Traffic: 13%, Average Future Daily Traffic: 838 (year 2018), Design Load: H 20, Features Intersected: RAMP C OVER STILES B Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.084, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 16 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $25,000, Total Project Cost: $165,000 ( Estimate for 2007) Find on map >>
Structure Number: 200220000403162, Location: 2.5 MI W JCT. VT.18 (Lat: 44.341389, Lng: -71.951667), Route carried "on" structure: County highway 2, Year Built: 1927, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 70 (year 1995), Truck Traffic: 6%, Average Future Daily Traffic: 105 (year 2015), Design Load: H 15, Features Intersected: CHANDLERS 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: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.6m (21.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 29.7 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2006, Underwater Inspection Date: September 2004, Bridge Improvement Cost: $617,000, Roadway Improvement Cost: $150,000, Total Project Cost: $767,000 ( 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: 200225000903162, Location: I 93 EXIT 1 (Lat: 44.425833, Lng: -71.955000), Route carried "on" structure: State highway 18, Year Built: 1982, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 2,900 (year 1996), Truck Traffic: 6%, Average Future Daily Traffic: 4,350 (year 2016), Design Load: HS 20+Mod, Features Intersected: I 93 UNDER VT 18 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.16m (23.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $3,393,000, Roadway Improvement Cost: $150,000, Total Project Cost: $3,543,000 ( 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: 20031600D803161, Location: 2.0 MI N EXIT 1 (Lat: 44.410833, Lng: -71.988889), Route carried "on" structure: County highway TH4, Year Built: 1982, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 700 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 1,050 (year 2018), Design Load: HS 20, Features Intersected: TH NO 4 OVER I 93 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Steel continuous, 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: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.8 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.27m (33.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $2,904,000, Roadway Improvement Cost: $150,000, Total Project Cost: $3,054,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy Find on map >>
Structure Number: 200091081B03162, Location: I 91 EXIT 19 (Lat: 44.396389, Lng: -72.017778), Route carried "under" structure: Interstate 91, Year Built: 1982, Structure Length: 12.74m (41.80ft), Average Daily Traffic: 638 (year 1998), Truck Traffic: 13%, Features Intersected: RAMP B OVER I91 + RAMP D Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 206.354, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: 200091081B03162, Location: I 91 EXIT 19 (Lat: 44.396389, Lng: -72.017778), Route carried "under" structure: Interstate 91, Year Built: 1982, Structure Length: 12.74m (41.80ft), Average Daily Traffic: 638 (year 1998), Truck Traffic: 13%, Features Intersected: RAMP B OVER I91NB+RAMP D Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 206.901, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: 200091081N03162, Location: I 91 EXIT 19 (Lat: 44.396667, Lng: -72.017500), Route carried "under" structure: Ramp Interstate 91, Year Built: 1978, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 1,519 (year 1998), Truck Traffic: 13%, Features Intersected: I 91NB OVER RAMP D Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 206.354, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 200091081S03162, Location: I 91 EXIT 19 (Lat: 44.396667, Lng: -72.018056), Route carried "under" structure: Ramp Interstate 91, Year Built: 1978, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 1,519 (year 1998), Truck Traffic: 13%, Features Intersected: I 91SB OVER RAMP D Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 206.354, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 200093001N03162, Location: 0.4 MI N NH STATE LINE (Lat: 44.348333, Lng: -71.892778), Route carried "under" structure: State highway 18, Year Built: 1982, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 860 (year 1998), Truck Traffic: 6%, Features Intersected: I 93 OVER VT 18, Facility Carried by Structure: I 00093 ML Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 34.1m (111.9ft) Find on map >>
Structure Number: 200093001S03162, Location: 0.4 MI N NH STATE LINE (Lat: 44.348611, Lng: -71.893333), Route carried "under" structure: State highway 18, Year Built: 1982, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 860 (year 1998), Truck Traffic: 6%, Features Intersected: I 93 OVER VT 18, Facility Carried by Structure: I 00093 ML Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 34.1m (111.9ft) Find on map >>
Structure Number: 200225000903162, Location: I 93 EXIT 1 (Lat: 44.425833, Lng: -71.955000), Route carried "under" structure: Interstate 93, Year Built: 1982, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 4,100 (year 1998), Truck Traffic: 13%, Features Intersected: I 93 UNDER VT 18, Facility Carried by Structure: VT 00018 ML Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 12.084, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft) Find on map >>
Structure Number: 20031600D803161, Location: 2.0 MI N EXIT 1 (Lat: 44.410833, Lng: -71.988889), Route carried "under" structure: Interstate 93, Year Built: 1982, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 4,500 (year 1998), Truck Traffic: 13%, Features Intersected: I 93 UNDER TH NO 4, Facility Carried by Structure: TR 00004 Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 15.334, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft) Discuss this city on our hugely popular Vermont forum Back to: Waterford, VT, Vermont, All US cities.
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