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

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Structure Number: 101302005113021,  Location: 0.04 MI TO JCT W CL1 TH2 (Lat: 42.849986,  Lng: -72.589750),  Route carried "on" structure: Other road C3372,  Year Built: 1994,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 220 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 231 (year 2029),  Design Load: HS 20,  Features Intersected: WHETSTONE 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: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 45.4 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: 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: September 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: 101302B06113021,  Location: AT VERMONT STATE LINE (Lat: 42.851814,  Lng: -72.555436),  Route carried "on" structure: State highway 119,  Year Built: 1920,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 10.33m (33.89ft),  Average Daily Traffic: 7,103 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,512 (year 2042),  Design Load: H 15,  Features Intersected: CONNECTICUT RIVER
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 0.037,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 98.8m (324.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 10.33m (33.89ft),  Designated Inspection Frequency: Every 8 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: July 2020,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $2,718,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $3,142,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 200010054A13022,  Location: I 91 EXIT 2 (Lat: 42.850661,  Lng: -72.579314),  Route carried "on" structure: State highway 9,  Year Built: 1960,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 12,600 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,230 (year 2028),  Design Load: HS 20,  Features Intersected: I 91 UNDER VT 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.207,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 200010B05613022,  Location: RT9, NH/VT BORDER (Lat: 42.884183,  Lng: -72.551717),  Route carried "on" structure: State highway 9,  Year Built: 2003,  Status: Open,  Structure Length: 13.62m (44.69ft),  Average Daily Traffic: 9,969 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,754 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: CONNECTICUT RIVER
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.029,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Material/Design: Steel,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 130.0m (426.5ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 73.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.62m (44.69ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Bridge Improvement Cost: $2,718,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $3,142,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200091000913022,  Location: 0.9 MI S EXIT 3 (Lat: 42.874628,  Lng: -72.570603),  Route carried "on" structure: Interstate 91,  Year Built: 2017,  Status: Open,  Structure Length: 31.58m (103.61ft),  Average Daily Traffic: 24,200 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,410 (year 2028),  Design Load: HL 93,  Features Intersected: I 91 OVER VT 30 WESTR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.007,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 157.0m (515.1ft),  Curb-To-Curb Width: 30.8m (101.0ft),  Out-to-Out Width: 31.9m (104.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Other

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Structure Number: 200091004N13022,  Location: I 91 EXIT 1 (Lat: 42.835547,  Lng: -72.566639),  Route carried "on" structure: Interstate 91,  Year Built: 1959,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 18,300 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 19,215 (year 2028),  Design Load: HS 20,  Features Intersected: I 91 OVER US 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.035,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.3m (96.1ft),  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: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 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: 6.04m (19.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,432,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $2,482,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 200091004S13022,  Location: I 91 EXIT 1 (Lat: 42.835289,  Lng: -72.566775),  Route carried "on" structure: Interstate 91,  Year Built: 1959,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 18,300 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 19,215 (year 2028),  Design Load: HS 20,  Features Intersected: I 91 OVER US 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.035,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.04m (19.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,410,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $3,460,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 200091005N13022,  Location: 0.7 MI N EXIT 1 (Lat: 42.844544,  Lng: -72.572992),  Route carried "on" structure: Interstate 91,  Year Built: 1960,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 19,400 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,370 (year 2028),  Design Load: HL 93,  Features Intersected: I 91 NB OVER MAPLE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.178,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee 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: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200091005S13022,  Location: 0.7 MI N EXIT 1 (Lat: 42.844506,  Lng: -72.573297),  Route carried "on" structure: Interstate 91,  Year Built: 1960,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 19,400 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,370 (year 2028),  Design Load: HL 93,  Features Intersected: I 91 SB OVER MAPLE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.178,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee 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: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200091006N13022,  Location: 0.2 MI S EXIT 2 (Lat: 42.848856,  Lng: -72.578375),  Route carried "on" structure: Interstate 91,  Year Built: 2012,  Status: Open,  Structure Length: 11.83m (38.81ft),  Average Daily Traffic: 19,400 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,370 (year 2028),  Design Load: HL 93,  Features Intersected: I 91 OVER WILLIAMS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.821,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 73.2m (240.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200091006S13022,  Location: 0.2 MI S EXIT 2 (Lat: 42.848775,  Lng: -72.578636),  Route carried "on" structure: Interstate 91,  Year Built: 2012,  Status: Open,  Structure Length: 11.83m (38.81ft),  Average Daily Traffic: 19,400 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,370 (year 2028),  Design Load: HL 93,  Features Intersected: I 91 OVER WILLIAMS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.821,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 73.2m (240.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200091011N13022,  Location: I 91 EXIT 3 (Lat: 42.885869,  Lng: -72.558878),  Route carried "on" structure: Interstate 91,  Year Built: 1960,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 16,600 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 17,430 (year 2028),  Design Load: HS 20,  Features Intersected: I 91 OVER BRATT.SH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.584,  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: 18.9m (62.0ft),  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: Satisfactory,  Substructure: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 200091011S13022,  Location: I 91 EXIT 3 (Lat: 42.885989,  Lng: -72.559144),  Route carried "on" structure: Interstate 91,  Year Built: 1960,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 16,600 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 17,430 (year 2028),  Design Load: HS 20,  Features Intersected: I 91 OVER BRATT.SH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.584,  Lanes on structure: 3,  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: 18.9m (62.0ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.33m (14.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,336,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $2,386,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 20009111-213022,  Location: 0.3 MI N EXIT 3 (Lat: 42.889689,  Lng: -72.555922),  Route carried "on" structure: Interstate 91,  Year Built: 1961,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 16,600 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 17,430 (year 2028),  Design Load: H 20,  Features Intersected: BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.083,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: May 2020

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Structure Number: 200113010B13022,  Location: 0.6 MI N JCT. VT.9 E (Lat: 42.893706,  Lng: -72.551147),  Route carried "on" structure: US 5,  Year Built: 1961,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 8,200 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,610 (year 2028),  Design Load: HS 20,  Features Intersected: I 91 UNDER US 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.69m (28.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,491,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $3,541,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2013020D1013021,  Location: 0.2 MI S EXIT 3 (Lat: 42.882261,  Lng: -72.562258),  Route carried "on" structure: County highway TH36,  Year Built: 1960,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 600 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 630 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: TH NO 36 OVER I 91
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: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  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: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 202000000713022,  Location: 0.1 MI N JCT. VT.142 (Lat: 42.850928,  Lng: -72.557533),  Route carried "on" structure: US 5,  Year Built: 1938,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 17,500 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,375 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: WHETSTONE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 202000000813022,  Location: 0.9 MI N JCT. VT.9 W (Lat: 42.866511,  Lng: -72.556356),  Route carried "on" structure: US 5,  Year Built: 1987,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 14,600 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 15,330 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: WEST RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 53.6m (175.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 44.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Underwater Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 202000001013022,  Location: 0.1 MI S JCT. VT.9 E (Lat: 42.884428,  Lng: -72.557131),  Route carried "on" structure: US 5,  Year Built: 1959,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 14,600 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 15,330 (year 2028),  Design Load: HS 20,  Features Intersected: BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 202012003113022,  Location: ELLIOT ST (Lat: 42.849731,  Lng: -72.567833),  Route carried "on" structure: City street ELLT,  Year Built: 1946,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 4,800 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,040 (year 2025),  Design Load: HL 93,  Features Intersected: WHETSTONE BROOK,  Facility Carried by Structure: CITY ELLIOT
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: 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: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $942,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $992,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 202014003213022,  Location: ELM ST (Lat: 42.849047,  Lng: -72.560958),  Route carried "on" structure: City street ELM,  Year Built: 1966,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 3,600 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,780 (year 2026),  Design Load: HS 20,  Features Intersected: WHETSTONE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: Better than present minimum 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: Epoxy

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Structure Number: 202028003013022,  Location: GUILFORD ST (Lat: 42.849533,  Lng: -72.585417),  Route carried "on" structure: City street GUILF,  Year Built: 2010,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 3,800 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,990 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: WHETSTONE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,172,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $1,222,000 ( 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: 202048003413022,  Location: WILLIAMS STREET (Lat: 42.848822,  Lng: -72.575000),  Route carried "on" structure: City street WILMS,  Year Built: 1939,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 910 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 956 (year 2026),  Design Load: HS 20,  Features Intersected: WHETSTONE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 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: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 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: 202048003513022,  Location: WILLIAMS STREET (Lat: 42.848708,  Lng: -72.573094),  Route carried "on" structure: City street WILMS,  Year Built: 1930,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 910 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 956 (year 2026),  Features Intersected: WHETSTONE 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),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $907,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $957,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: CEPNEDVT5010002,  Location: 27.4 KM N OF BRATTLEBORO (Lat: 43.053500,  Lng: -72.700942),  Route carried "on" structure: ServiceFederal lands road ,  Year Built: 1961,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 250 (year 2040),  Design Load: H 15,  Features Intersected: SPILLWAY CHANNEL,  Facility Carried by Structure: ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Corps of Engineers (Civil),  Approaching Roadway Width: 4.7m (15.4ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.7m (159.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 3.8m (12.5ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 9.16m (30.05ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $1,000,000,  Total Project Cost: $2,000,000 ( Estimate for 2020),  Deck Structure Type: Open Grating

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Structure Number: 200010005513022,  Location: 0.1 MI E JCT US 5 (Lat: 42.884069,  Lng: -72.554278),  Route carried "under" structure: State highway 9,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2000),  Truck Traffic: 7%,  Features Intersected: N.E.C.R.R. OVER VT 9,  Facility Carried by Structure: RAILROAD BR. 62.56
Kilometerpoint: 72.170,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 200010054A13022,  Location: I 91 EXIT 2 (Lat: 42.850661,  Lng: -72.579314),  Route carried "under" structure: Interstate 91,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 17,800 (year 1998),  Truck Traffic: 7%,  Features Intersected: I 91 UNDER VT 9,  Facility Carried by Structure: VT 00009 ML
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 14.047,  Lanes on structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 200091000913022,  Location: 0.9 MI S EXIT 3 (Lat: 42.874628,  Lng: -72.570603),  Route carried "under" structure: State highway 30,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 1998),  Truck Traffic: 11%,  Features Intersected: I 91 OVER VT.30,  Facility Carried by Structure: I 00091 ML
Minimum Vertical Clearance: 12.19m (39.99ft),  Kilometerpoint: 2.381,  Lanes on structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 157.0m (515.1ft)

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Structure Number: 200091004N13022,  Location: I 91 EXIT 1 (Lat: 42.835547,  Lng: -72.566639),  Route carried "under" structure: US 5,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 11,400 (year 1998),  Truck Traffic: 11%,  Features Intersected: I 91 OVER U.S.5,  Facility Carried by Structure: I 00091 ML
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 12.672,  Lanes on structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 200091004S13022,  Location: I 91 EXIT 1 (Lat: 42.835289,  Lng: -72.566775),  Route carried "under" structure: US 5,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 11,400 (year 1998),  Truck Traffic: 11%,  Features Intersected: I 91 OVER U.S.5,  Facility Carried by Structure: I 00091 ML
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 12.672,  Lanes on structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 200091005N13022,  Location: 0.7 MI N EXIT 1 (Lat: 42.844544,  Lng: -72.572992),  Route carried "under" structure: City street MAPLE,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 1997),  Truck Traffic: 5%,  Features Intersected: I 91 NB OVER MAPLE ST,  Facility Carried by Structure: I 00091 ML
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 200091005S13022,  Location: 0.7 MI N EXIT 1 (Lat: 42.844506,  Lng: -72.573297),  Route carried "under" structure: City street MAPLE,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 1997),  Truck Traffic: 5%,  Features Intersected: I 91 SB OVER MAPLE ST.,  Facility Carried by Structure: I 00091 ML
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 200091006N13022,  Location: 0.2 MI S EXIT 2 (Lat: 42.848856,  Lng: -72.578375),  Route carried "under" structure: City street WILMS,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 1,300 (year 1997),  Truck Traffic: 5%,  Features Intersected: I 91 OVER WILLIAMS,  Facility Carried by Structure: I 00091 ML
Minimum Vertical Clearance: 16.76m (54.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 73.2m (240.2ft)

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Structure Number: 200091006S13022,  Location: 0.2 MI S EXIT 2 (Lat: 42.848775,  Lng: -72.578636),  Route carried "under" structure: City street WILMS,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 1,300 (year 1997),  Truck Traffic: 5%,  Features Intersected: I 91 OVER WILLIAMS,  Facility Carried by Structure: I 00091 ML
Minimum Vertical Clearance: 15.79m (51.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 73.2m (240.2ft)

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Structure Number: 200091011N13022,  Location: I 91 EXIT 3 (Lat: 42.885869,  Lng: -72.558878),  Route carried "under" structure: Spur State highway 909,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 1996),  Truck Traffic: 7%,  Features Intersected: I 91 OVER BRATT STHWY,  Facility Carried by Structure: I 00091 ML
Minimum Vertical Clearance: 4.31m (14.14ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 200091011S13022,  Location: I 91 EXIT 3 (Lat: 42.885989,  Lng: -72.559144),  Route carried "under" structure: Spur State highway 909,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 13,300 (year 1998),  Truck Traffic: 7%,  Features Intersected: I 91 OVER BRATT STHWY,  Facility Carried by Structure: I 00091 ML
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 200113010B13022,  Location: 0.6 MI N JCT. VT.9 E (Lat: 42.893706,  Lng: -72.551147),  Route carried "under" structure: Interstate 91,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 16,700 (year 1998),  Truck Traffic: 7%,  Features Intersected: I 91 UNDER US 5,  Facility Carried by Structure: US 00005 ML
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 19.694,  Lanes on structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 2013020D1013021,  Location: 0.2 MI S EXIT 3 (Lat: 42.882261,  Lng: -72.562258),  Route carried "under" structure: Interstate 91,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 25,700 (year 2017),  Truck Traffic: 7%,  Features Intersected: I 91 UNDER TH NO 36,  Facility Carried by Structure: TR 0TH36
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 18.101,  Lanes on structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)