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Bridge Statistics for Wheelock, Vermont (VT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Wheelock, VT, Vermont, Vermont forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 10
Total length: 11 meters (36ft) Total costs: $499,000 Total average daily traffic: 8,215 Total average daily truck traffic: 767 Total future (year 2018) average daily traffic: 12,350 National Bridge Inventory (NBI) Registered Bridges for Wheelock
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 100317000703171, Location: 0.10 MI TO JCT W TH1+TH5 (Lat: 44.548889, Lng: -72.112778), Route carried "on" structure: Other road C2001, Year Built: 2005, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2027), Design Load: HS 25, Features Intersected: SO. WHEELOCK BRANCH 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: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft) Condition: Channel: Satisfactory, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2009 Find on map >>
Structure Number: 100317001303171, Location: 0.05 MI JCT TH 3 + VT122 (Lat: 44.588611, Lng: -72.089167), Route carried "on" structure: Other road C3003, Year Built: 1940, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 400 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 600 (year 2027), Features Intersected: MILLER RUN 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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 100317001403171, Location: 0.05 MI JCT TH 5 + TH 1 (Lat: 44.549167, Lng: -72.110278), Route carried "on" structure: Other road C3005, Year Built: 1937, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 150 (year 2027), Features Intersected: SO. WHEELOCK BRANCH 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: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.5m (21.3ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum 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: July 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >>
Structure Number: 100317001603171, Location: 0.1 MI JCT TH 3 + VT 122 (Lat: 44.588333, Lng: -72.089167), Route carried "on" structure: Other road C3003, Year Built: 1927, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 400 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 600 (year 2027), Features Intersected: MILLER RUN 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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.1m (23.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2009, Bridge Improvement Cost: $263,000, Roadway Improvement Cost: $35,000, Total Project Cost: $298,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 100317001903171, Location: 0.05 MI TO JCT W CL2 TH1 (Lat: 44.540833, Lng: -72.082778), Route carried "on" structure: Other road C3045, Year Built: 1983, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 10 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 15 (year 2027), Design Load: H 20, Features Intersected: SO. WHEELOCK BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2009 Find on map >>
Structure Number: 100317002303171, Location: 0.1 MI JCT TH 21 + VT122 (Lat: 44.586944, Lng: -72.085278), Route carried "on" structure: Other road C3021, Year Built: 1928, Year Reconstructed: 1974, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 5 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 7 (year 2027), Features Intersected: MILLER RUN 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), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.4m (14.4ft) Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2009, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $35,000, Total Project Cost: $201,000 ( Estimate for 2009), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed Find on map >>
Structure Number: 200091098N03172, Location: 3.5 MI N EXIT 24 I 91 (Lat: 44.588889, Lng: -72.079444), Route carried "on" structure: Interstate 91, Year Built: 1972, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,200 (year 1998), Truck Traffic: 13%, Average Future Daily Traffic: 3,454 (year 2018), Design Load: HS 20, Features Intersected: I 91 OVER TH NO 17 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 231.229, 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft) 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2008 Find on map >>
Structure Number: 200091098S03172, Location: 3.5 MI N EXIT 24 I 91 (Lat: 44.588611, Lng: -72.080278), Route carried "on" structure: Interstate 91, Year Built: 1972, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,200 (year 1998), Truck Traffic: 13%, Average Future Daily Traffic: 3,454 (year 2018), Design Load: HS 20, Features Intersected: I 91 OVER TH NO. 17 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 231.229, 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft) 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2008 Find on map >>
Structure Number: 200259001103172, Location: 5.5 MI W JCT US.5 (Lat: 44.583611, Lng: -72.076667), Route carried "on" structure: State highway 122, Year Built: 1940, Year Reconstructed: 1975, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,400 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 1,960 (year 2018), Design Load: H 15, Features Intersected: MILLER RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 200259001203172, Location: 5.7 MI W JCT US.5 (Lat: 44.585833, Lng: -72.079722), Route carried "on" structure: State highway 122, Year Built: 1975, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 1,400 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 1,960 (year 2018), Design Load: H 15, Features Intersected: MILLER RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.2 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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