Bridge Statistics for St. Albans, Vermont (VT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 100612001006121,  Location: 0.2 MI TO JCT TH154/NASON (Lat: 44.805583,  Lng: -73.089328),  Route carried "on" structure: City street C30LE,  Year Built: 1985,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 105 (year 2029),  Features Intersected: STEVENS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 100613000206131,  Location: 0.03 MI TO JCT W CL2 TH3 (Lat: 44.810558,  Lng: -73.151789),  Route carried "on" structure: Other road C2002,  Year Built: 1994,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 3,690 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,875 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: JEWETT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  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: 100613000906131,  Location: 1.3 MI TO JCT W CL2 TH6 (Lat: 44.836247,  Lng: -73.149489),  Route carried "on" structure: Other road C3020,  Year Built: 1919,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 575 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 604 (year 2029),  Design Load: HS 20,  Features Intersected: JEWETT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 100613001706131,  Location: 0.07 MI TO JCT W C3 TH37 (Lat: 44.803456,  Lng: -73.099286),  Route carried "on" structure: Other road C3069,  Year Built: 1975,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 600 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 630 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: RUGG BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200089088N06132,  Location: I 89 EXIT 19 (Lat: 44.794925,  Lng: -73.069453),  Route carried "on" structure: Interstate 89,  Year Built: 1967,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 22,000 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 23,100 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: I 89 OVER ST A SH S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 183.024,  Lanes on structure: 3,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,798,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $2,848,000 ( Estimate for 2020),  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: 200089088S06132,  Location: I 89 EXIT 19 (Lat: 44.795011,  Lng: -73.069725),  Route carried "on" structure: Interstate 89,  Year Built: 1967,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 22,000 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 23,100 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: I 89 OVER ST A SH S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 183.024,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  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: 200089092N06132,  Location: 0.8 MI S EXIT 20 (Lat: 44.837419,  Lng: -73.064428),  Route carried "on" structure: Interstate 89,  Year Built: 1967,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 14,400 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,120 (year 2028),  Design Load: HS 20,  Features Intersected: I 89 OVER BIKE PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 187.883,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  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: 11.7m (38.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 200089092S06132,  Location: 0.8 MI S EXIT 20 (Lat: 44.837278,  Lng: -73.064672),  Route carried "on" structure: Interstate 89,  Year Built: 1967,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 14,400 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,120 (year 2028),  Design Load: HS 20,  Features Intersected: I 89 OVER BIKE PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 187.883,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  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: 11.6m (38.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 200089093N06132,  Location: I 89 EXIT 20 (Lat: 44.843775,  Lng: -73.079600),  Route carried "on" structure: Interstate 89,  Year Built: 1967,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 10,700 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,235 (year 2028),  Design Load: HS 20,  Features Intersected: I 89 OVER VT207
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 189.267,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 200089093S06132,  Location: I 89 EXIT 20 (Lat: 44.843600,  Lng: -73.079794),  Route carried "on" structure: Interstate 89,  Year Built: 1967,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 10,700 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,235 (year 2028),  Design Load: HS 20,  Features Intersected: I 89 OVER VT 207
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 189.267,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 200279002006132,  Location: 0.6 MI N JCT. VT.36 (Lat: 44.813422,  Lng: -73.063725),  Route carried "on" structure: State highway 104,  Year Built: 1967,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 6,400 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,720 (year 2028),  Design Load: HS 20,  Features Intersected: I 89 UNDER VT 104
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: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.97m (35.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,742,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $3,792,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200285016906132,  Location: 2.2 MI S JCT. VT.36 E (Lat: 44.782394,  Lng: -73.104089),  Route carried "on" structure: US 7,  Year Built: 1936,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 15,700 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,485 (year 2028),  Design Load: HS 20,  Features Intersected: US 7 OVER NECRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.77m (25.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,151,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $3,201,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200298001C06132,  Location: 1.0 MI E JCT US 7 (Lat: 44.803681,  Lng: -73.064956),  Route carried "on" structure: State highway 36,  Year Built: 1967,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 3,500 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,675 (year 2028),  Design Load: HS 20,  Features Intersected: I 89 UNDER VT 36
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: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 200034000106132,  Location: 1.0 MI E JCT US 7 (Lat: 44.827942,  Lng: -73.061936),  Route carried "under" structure: Interstate 89,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 9,400 (year 1996),  Truck Traffic: 13%,  Features Intersected: I 89 UNDER VT 105,  Facility Carried by Structure: VT 00105 ML
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 300.553,  Lanes on structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 200089088N06132,  Location: I 89 EXIT 19 (Lat: 44.794925,  Lng: -73.069453),  Route carried "under" structure: Spur State highway 972,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 5,100 (year 1998),  Truck Traffic: 9%,  Features Intersected: I 89 OVER ST ALBANS SH,  Facility Carried by Structure: I 00089 ML
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 1.688,  Lanes on structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 200089088S06132,  Location: I 89 EXIT 19 (Lat: 44.795011,  Lng: -73.069725),  Route carried "under" structure: Spur State highway 972,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 5,100 (year 1998),  Truck Traffic: 9%,  Features Intersected: I 89 OVER ST ALBANS SH,  Facility Carried by Structure: I 00089 ML
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 1.688,  Lanes on structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 200089093N06132,  Location: I 89 EXIT 20 (Lat: 44.843775,  Lng: -73.079600),  Route carried "under" structure: State highway 207,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 6,100 (year 1998),  Truck Traffic: 6%,  Features Intersected: I 89 NB OVER VT207,  Facility Carried by Structure: I 00089 ML
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 200089093S06132,  Location: I 89 EXIT 20 (Lat: 44.843600,  Lng: -73.079794),  Route carried "under" structure: State highway 207,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 6,100 (year 1998),  Truck Traffic: 6%,  Features Intersected: I 89 SB. OVER VT207,  Facility Carried by Structure: I 00089 ML
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 200279002006132,  Location: 0.6 MI N JCT. VT.36 (Lat: 44.813422,  Lng: -73.063725),  Route carried "under" structure: Interstate 89,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 9,400 (year 1998),  Truck Traffic: 13%,  Features Intersected: I 89 UNDER VT 104,  Facility Carried by Structure: VT 00104 ML
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 297.962,  Lanes on structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 200298001C06132,  Location: 1.0 MI E JCT US 7 (Lat: 44.803681,  Lng: -73.064956),  Route carried "under" structure: Interstate 89,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 9,400 (year 1998),  Truck Traffic: 13%,  Features Intersected: I 89 UNDER VT 36,  Facility Carried by Structure: VT 00036 ML
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 296.192,  Lanes on structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)