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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 19
Total length: 92 meters (302ft)
Total costs: $7,455,000
Total average daily traffic: 147,850
Total average daily truck traffic: 17,445
National Bridge Inventory (NBI) Registered Bridges for Middlesex
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New bridges - Historical Statistics

  • 1910-1919: 2
  • 1920-1929: 0
  • 1930-1939: 0
  • 1940-1949: 1
  • 1950-1959: 1
  • 1960-1969: 12
  • 1970-1979: 2
  • 1980-1989: 0
  • 1990-1999: 0
  • 2000-2009: 1

Reconstructed bridges - Historical Statistics

  • 1950-1959: 1
  • 1960-1969: 1
  • 1970-1979: 1
  • 1980-1989: 0
  • 1990-1999: 2

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 101210000712101,  Location: 0.07 MI TO JCT W CL2 TH2 (Lat: 44.300000,  Lng: -72.668333),  Route carried "on" structure: Other road C3045,  Year Built: 1956,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 250 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 375 (year 2027),  Design Load: H 20,  Features Intersected: GREAT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  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: Satisfactory,  Operating Rating: 54.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Bridge Improvement Cost: $157,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $192,000 ( Estimate for 2011),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 101210003412101,  Location: 0.01 MI TO JCT W CL2 TH2 (Lat: 44.344444,  Lng: -72.588611),  Route carried "on" structure: Other road C3009,  Year Built: 1940,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 150 (year 2027),  Design Load: H 20,  Features Intersected: MARTINS 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: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Bridge Improvement Cost: $161,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $196,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 101210003612101,  Location: 0.01 MI TO JCT W VT12 (Lat: 44.341944,  Lng: -72.565833),  Route carried "on" structure: Other road C3010,  Year Built: 1974,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 200 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 300 (year 2027),  Design Load: H 20,  Features Intersected: N. BR. WINOOSKI RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 200089043N12102,  Location: 1.8 MI N EXIT 8 (Lat: 44.266667,  Lng: -72.623056),  Route carried "on" structure: Interstate 89,  Year Built: 1960,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 25,100 (year 2008),  Truck Traffic: 13%,  Average Future Daily Traffic: 40,160 (year 2028),  Design Load: HS 25,  Features Intersected: I 89 OVER US 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.189,  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: 22.6m (74.1ft),  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: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  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: 200089043S12102,  Location: 1.8 MI N EXIT 8 (Lat: 44.266389,  Lng: -72.623056),  Route carried "on" structure: Interstate 89,  Year Built: 1960,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 25,100 (year 2008),  Truck Traffic: 13%,  Average Future Daily Traffic: 40,160 (year 2028),  Design Load: HS 25,  Features Intersected: I 89 OVER US 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.189,  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: 25.6m (84.0ft),  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: Meets minimum limits,  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: 200089045N12102,  Location: I 89 EXIT 9 (Lat: 44.298056,  Lng: -72.685278),  Route carried "on" structure: Interstate 89,  Year Built: 1960,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 11,575 (year 1998),  Truck Traffic: 13%,  Average Future Daily Traffic: 18,172 (year 2018),  Design Load: HS 20,  Features Intersected: I 89 OVER MDLSX S.H.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 94.464,  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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 86.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  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
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Structure Number: 200089045S12102,  Location: I 89 EXIT 9 (Lat: 44.298056,  Lng: -72.685278),  Route carried "on" structure: Interstate 89,  Year Built: 1960,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 11,575 (year 1998),  Truck Traffic: 13%,  Average Future Daily Traffic: 18,172 (year 2018),  Design Load: HS 20,  Features Intersected: I 89 OVER MDLSX S.H.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 94.464,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 86.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  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
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Structure Number: 20008944-412102,  Location: 0.8 MI S EXIT 9 (Lat: 44.291944,  Lng: -72.670833),  Route carried "on" structure: Interstate 89,  Year Built: 1960,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 24,300 (year 1996),  Truck Traffic: 13%,  Average Future Daily Traffic: 38,151 (year 2016),  Design Load: HS 20,  Features Intersected: GREAT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.113,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  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: April 10
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Structure Number: 200241007712102,  Location: 4.0 MI N JCT. U.S.2 (Lat: 44.312778,  Lng: -72.578333),  Route carried "on" structure: State highway 12,  Year Built: 1919,  Year Reconstructed: 1981,  Status: Temporarily open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 4,000 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,600 (year 2018),  Features Intersected: BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Failed,  Channel: Fair,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 11,  Other Special Inspection Date: July 11,  Bridge Improvement Cost: $542,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $692,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200241007812102,  Location: 5.4 MI N JCT. U.S.2 (Lat: 44.332778,  Lng: -72.576667),  Route carried "on" structure: State highway 12,  Year Built: 2009,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 2,800 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,700 (year 2027),  Features Intersected: MARTINS BROOK
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: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200284005212102,  Location: 0.4MI E JCT VT 100 B (Lat: 44.291389,  Lng: -72.671111),  Route carried "on" structure: US 2,  Year Built: 1979,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 2,500 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,500 (year 2018),  Design Load: HS 20,  Features Intersected: GREAT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.8m (35.4ft)

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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 200284005512102,  Location: 2.0 MI E JCT VT.100 B (Lat: 44.275833,  Lng: -72.648611),  Route carried "on" structure: US 2,  Year Built: 1960,  Status: Temporarily open,  Structure Length: 20.12m (66.01ft),  Average Daily Traffic: 2,500 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,500 (year 2018),  Design Load: HS 20,  Features Intersected: I 89 & NECR UNDER U.S.2
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: 10.1m (33.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  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: 9.6m (31.5ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 22.13m (72.60ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 10,  Other Special Inspection Date: June 11,  Bridge Improvement Cost: $6,225,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $6,375,000 ( 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: 201284000112102,  Location: 0.1 MI N JCT. U.S.2 (Lat: 44.297500,  Lng: -72.686111),  Route carried "on" structure: Spur State highway 936,  Year Built: 1960,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 4,000 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,600 (year 2018),  Design Load: HS 20,  Features Intersected: MDLSX SH OVER NEC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 101210003712101,  Location: 0.02 MI TO JCT W US2 (Lat: 44.294722,  Lng: -72.682222),  Route carried "under" structure: Other road C3034,  Year Built: 1915,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 150 (year 1997),  Truck Traffic: 15%,  Features Intersected: NEW ENGLAND CENTRAL RR,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 7.0m (23.0ft)

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Structure Number: 200089043N12102,  Location: 3.7 MI E JCT VT.100 B (Lat: 44.266667,  Lng: -72.623056),  Route carried "under" structure: US 2,  Year Built: 1960,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 2,500 (year 1998),  Truck Traffic: 6%,  Features Intersected: I 89 OVER US 2,  Facility Carried by Structure: I 00089 ML
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 200089043S12102,  Location: 3.7 MI E JCT VT.100 B (Lat: 44.266389,  Lng: -72.623056),  Route carried "under" structure: US 2,  Year Built: 1960,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 2,500 (year 1998),  Truck Traffic: 6%,  Features Intersected: I 89 OVER US 2,  Facility Carried by Structure: I 00089 ML
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 200089045N12102,  Location: 0.2 MI N JCT. U.S.2 (Lat: 44.298056,  Lng: -72.685278),  Route carried "under" structure: Spur State highway 936,  Year Built: 1960,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 2,200 (year 1996),  Truck Traffic: 9%,  Features Intersected: I 89 OVER MDSLX S.H.,  Facility Carried by Structure: I 00089 ML
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 200089045S12102,  Location: 0.2 MI N JCT. U.S.2 (Lat: 44.298056,  Lng: -72.685278),  Route carried "under" structure: Spur State highway 936,  Year Built: 1960,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 2,200 (year 1996),  Truck Traffic: 9%,  Features Intersected: I 89 OVER MDLSX S.H.,  Facility Carried by Structure: I 00089 ML
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 200284005512102,  Location: 3.2 MI N EXIT 8 (Lat: 44.275833,  Lng: -72.648611),  Route carried "under" structure: Interstate 89,  Year Built: 1960,  Structure Length: 20.12m (66.01ft),  Average Daily Traffic: 24,300 (year 1998),  Truck Traffic: 13%,  Features Intersected: I 89 UNDER US 2,  Facility Carried by Structure: US 00002 ML
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 145.545,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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