Bridge Statistics for Waterbury, Vermont (VT) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 101218000212181, Location: 0.5 MI TO JCT W CL2 TH3 (Lat: 44.368889, Lng: -72.717778), Route carried "on" structure: Other road C2001, Year Built: 1944, Year Reconstructed: 1980, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 1,060 (year 2007), Truck Traffic: 32%, Average Future Daily Traffic: 1,590 (year 2027), Design Load: H 15, Features Intersected: THATCHER 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: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.7 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 101218000312181, Location: 0.3 MI TO JCT W VT100 (Lat: 44.355278, Lng: -72.729722), Route carried "on" structure: Other road C2001, Year Built: 1937, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,060 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 1,590 (year 2027), Design Load: H 15, Features Intersected: THATCHER 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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: 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: May 11, Bridge Improvement Cost: $252,000, Roadway Improvement Cost: $35,000, Total Project Cost: $287,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101218000412181, Location: 0.05 MI TO JCT W CL3 TH6 (Lat: 44.360556, Lng: -72.723889), Route carried "on" structure: Other road C2001, Year Built: 1953, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 1,060 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 1,590 (year 2027), Design Load: H 15, Features Intersected: THATCHER 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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), 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: 8.3m (27.2ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $459,000, Roadway Improvement Cost: $35,000, Total Project Cost: $494,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101218000512181, Location: 0.01 MI TO JCT W VT100 (Lat: 44.355556, Lng: -72.735000), Route carried "on" structure: Other road C2001, Year Built: 1938, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 1,060 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 1,590 (year 2027), Design Load: H 15, Features Intersected: THATCHER 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: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $322,000, Roadway Improvement Cost: $35,000, Total Project Cost: $357,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101218001412181, Location: 0.4 MI TO JCT W CL2 TH3 (Lat: 44.375556, Lng: -72.708333), Route carried "on" structure: Other road C3006, Year Built: 1954, Year Reconstructed: 2004, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 649 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 908 (year 2023), Design Load: HS 25, Features Intersected: THATCHER 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), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 101218001612181, Location: 0.02 MI TO JCT W VT100 (Lat: 44.350000, Lng: -72.741667), Route carried "on" structure: Other road C3021, Year Built: 1959, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 150 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 225 (year 2027), Design Load: H 15, Features Intersected: THATCHER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.2m (13.8ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 28.8 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $35,000, Total Project Cost: $216,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101218002512181, Location: 0.15 MI TO JCT W CL3 TH7 (Lat: 44.353333, Lng: -72.777222), Route carried "on" structure: Other road C3056, Year Built: 1928, Status: Temporarily open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 30 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 45 (year 2027), Design Load: H 15, Features Intersected: LITTLE RIVER
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: Steel, Design/Construction: Truss - Thru, 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: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 11, Critical Feature Inspection Date: May 11, Bridge Improvement Cost: $397,000, Roadway Improvement Cost: $35,000, Total Project Cost: $432,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200089048N12182, Location: 1.5 MI N EXIT 10 (Lat: 44.352500, Lng: -72.777778), Route carried "on" structure: Interstate 89, Year Built: 1961, Year Reconstructed: 2002, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 24,200 (year 2008), Truck Traffic: 13%, Average Future Daily Traffic: 38,720 (year 2028), Design Load: HS 25, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.971, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: April 10, 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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Structure Number: 200089048S12182, Location: 1.5 MI N EXIT 10 (Lat: 44.352500, Lng: -72.778056), Route carried "on" structure: Interstate 89, Year Built: 1961, Year Reconstructed: 2001, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 24,200 (year 2008), Truck Traffic: 13%, Average Future Daily Traffic: 38,720 (year 2028), Design Load: HS 25, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.971, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: April 10, 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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Structure Number: 200089049N12182, Location: 1.6 MI N EXIT 10 (Lat: 44.353056, Lng: -72.780556), Route carried "on" structure: Interstate 89, Year Built: 1961, Year Reconstructed: 2002, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 24,200 (year 2008), Truck Traffic: 13%, Average Future Daily Traffic: 38,720 (year 2028), Design Load: HS 25, Features Intersected: I 89 OVER TH NO 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.180, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)

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: 68.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, 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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Structure Number: 200089049S12182, Location: 1.6 MI N EXIT 10 (Lat: 44.352778, Lng: -72.780556), Route carried "on" structure: Interstate 89, Year Built: 1961, Year Reconstructed: 2001, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 24,200 (year 2008), Truck Traffic: 13%, Average Future Daily Traffic: 38,720 (year 2028), Design Load: HS 25, Features Intersected: I 89 OVER TH NO 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.180, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)

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: 68.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, 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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Structure Number: 200089050N12182, Location: 2.8 MI N EXIT 10 (Lat: 44.361389, Lng: -72.803333), Route carried "on" structure: Interstate 89, Year Built: 1961, Year Reconstructed: 2002, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 24,200 (year 2008), Truck Traffic: 13%, Average Future Daily Traffic: 38,720 (year 2028), Design Load: HS 25, Features Intersected: I 89 OVER US 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.224, 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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, 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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Structure Number: 200089050S12182, Location: 2.8 MI N EXIT 10 (Lat: 44.361111, Lng: -72.803056), Route carried "on" structure: Interstate 89, Year Built: 1961, Year Reconstructed: 2001, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 24,200 (year 2008), Truck Traffic: 13%, Average Future Daily Traffic: 38,720 (year 2028), Design Load: HS 20, Features Intersected: I 89 OVER US 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.224, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, 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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Structure Number: 200284004412182, Location: 1.3 MI W JCT VT.100 N (Lat: 44.352222, Lng: -72.778333), Route carried "on" structure: US 2, Year Built: 1961, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 3,600 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 5,040 (year 2018), Design Load: HS 20, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.41m (24.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $1,711,000, Roadway Improvement Cost: $35,000, Total Project Cost: $1,746,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 200089050N12182, Location: 2.7 MI W JCT VT 100 N (Lat: 44.361389, Lng: -72.803333), Route carried "under" structure: US 2, Year Built: 1961, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 1,900 (year 1998), Truck Traffic: 9%, Features Intersected: I 89 OVER U.S.2, Facility Carried by Structure: I 00089 ML
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 99.607, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 200089050S12182, Location: 2.7 MI W JCT VT 100 N (Lat: 44.361111, Lng: -72.803056), Route carried "under" structure: US 2, Year Built: 1961, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 1,900 (year 1998), Truck Traffic: 9%, Features Intersected: I 89 OVER U.S.2, Facility Carried by Structure: I 00089 ML
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 99.607, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)