Bridge Statistics for Hartford, Vermont (VT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 11930-1939
- 11950-1959
- 441960-1969
- 21980-1989
- 32000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 20.6%Very good
- 41.2%Good
- 29.4%Satisfactory
- 5.9%Fair
- 2.9%Poor
- Bridge Condition - Superstructure
- 26.5%Very good
- 41.2%Good
- 23.5%Satisfactory
- 2.9%Fair
- 5.9%Poor
- Bridge Condition - Substructure
- 17.6%Very good
- 23.5%Good
- 52.9%Satisfactory
- 5.9%Fair
- Bridge Condition - Channel
- 50.0%Very good
- 28.6%Good
- 21.4%Satisfactory
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Structure Number: 101408002314081, Location: 0.04 MI TO JCT W VT14 (Lat: 43.717464, Lng: -72.417706), Route carried "on" structure: Other road C3013, Year Built: 1953, Year Reconstructed: 1992, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 260 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 273 (year 2029), Design Load: HS 20+Mod, Features Intersected: TIGERTOWN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $326,000, Roadway Improvement Cost: $50,000, Total Project Cost: $376,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 101408002314081, Location: 0.04 MI TO JCT W VT14 (Lat: 43.717464, Lng: -72.417706), Route carried "on" structure: Other road C3013, Year Built: 1953, Year Reconstructed: 1992, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 260 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 273 (year 2029), Design Load: HS 20+Mod, Features Intersected: TIGERTOWN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $326,000, Roadway Improvement Cost: $50,000, Total Project Cost: $376,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 101408003714081, Location: 0.12 MI TO JCT W VT14 (Lat: 43.688367, Lng: -72.398800), Route carried "on" structure: Other road C3018, Year Built: 1920, Status: Posted for load, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 315 (year 2029), Features Intersected: NEW ENGLAND CENTRAL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 5.6m (18.4ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.96m (9.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $628,000, Roadway Improvement Cost: $150,000, Total Project Cost: $778,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Deck Protection: Internally Sealed
Structure Number: 101408003714081, Location: 0.12 MI TO JCT W VT14 (Lat: 43.688367, Lng: -72.398800), Route carried "on" structure: Other road C3018, Year Built: 1920, Status: Posted for load, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 315 (year 2029), Features Intersected: NEW ENGLAND CENTRAL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 5.6m (18.4ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.96m (9.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $628,000, Roadway Improvement Cost: $150,000, Total Project Cost: $778,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Deck Protection: Internally Sealed
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Structure Number: 200020001711282, Location: 0.1 MI. E OF EXIT 6 (Lat: 43.588875, Lng: -73.037933), Route carried "on" structure: US 4, Year Built: 1986, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 11,550 (year 2028), Design Load: HS 25 or greater, Features Intersected: CLARENDON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.959, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than 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 2021
Structure Number: 200020001711282, Location: 0.1 MI. E OF EXIT 6 (Lat: 43.588875, Lng: -73.037933), Route carried "on" structure: US 4, Year Built: 1986, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 11,550 (year 2028), Design Load: HS 25 or greater, Features Intersected: CLARENDON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.959, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than 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 2021
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Structure Number: 200020006114082, Location: 3.6 MI E JCT. VT.12 S (Lat: 43.637397, Lng: -72.408581), Route carried "on" structure: US 4, Year Built: 1911, Year Reconstructed: 1989, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 8,900 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 9,345 (year 2028), Design Load: H 15, Features Intersected: OTTAUQUECHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 91.858, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 57.3m (188.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Very good, Operating Rating: 53.5 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.57m (31.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $4,820,000, Roadway Improvement Cost: $150,000, Total Project Cost: $4,970,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 200020006114082, Location: 3.6 MI E JCT. VT.12 S (Lat: 43.637397, Lng: -72.408581), Route carried "on" structure: US 4, Year Built: 1911, Year Reconstructed: 1989, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 8,900 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 9,345 (year 2028), Design Load: H 15, Features Intersected: OTTAUQUECHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 91.858, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 57.3m (188.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Very good, Operating Rating: 53.5 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.57m (31.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $4,820,000, Roadway Improvement Cost: $150,000, Total Project Cost: $4,970,000 ( 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: 200020007114082, Location: 0.8 MI W JCT. U.S.5 S (Lat: 43.657256, Lng: -72.343319), Route carried "on" structure: US 4, Year Built: 1986, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 4,200 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 4,410 (year 2028), Design Load: HS 20+Mod, Features Intersected: US 4 OVER TH NO 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 100.386, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200020007114082, Location: 0.8 MI W JCT. U.S.5 S (Lat: 43.657256, Lng: -72.343319), Route carried "on" structure: US 4, Year Built: 1986, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 4,200 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 4,410 (year 2028), Design Load: HS 20+Mod, Features Intersected: US 4 OVER TH NO 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 100.386, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: July 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: 200020065A14082, Location: 3.1 MI W JCT. U.S.5 S (Lat: 43.667008, Lng: -72.385656), Route carried "on" structure: US 4, Year Built: 1967, Status: Open, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 7,100 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 7,455 (year 2028), Design Load: HS 20, Features Intersected: I 89 UNDER US 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.701, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.6m (97.1ft), 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: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.48m (31.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $3,919,000, Roadway Improvement Cost: $50,000, Total Project Cost: $3,969,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 200020065A14082, Location: 3.1 MI W JCT. U.S.5 S (Lat: 43.667008, Lng: -72.385656), Route carried "on" structure: US 4, Year Built: 1967, Status: Open, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 7,100 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 7,455 (year 2028), Design Load: HS 20, Features Intersected: I 89 UNDER US 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.701, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.6m (97.1ft), 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: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.48m (31.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $3,919,000, Roadway Improvement Cost: $50,000, Total Project Cost: $3,969,000 ( 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: 200020B07214082, Location: 0.1 MI FROM VERMONT SL (Lat: 43.650781, Lng: -72.314300), Route carried "on" structure: US 4, Year Built: 2015, Status: Open, Structure Length: 13.77m (45.18ft), Average Daily Traffic: 10,626 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 15,726 (year 2042), Design Load: HL 93, Features Intersected: CONNECTICUT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.021, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 54.3m (178.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.3 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.77m (45.18ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: August 2021, 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: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200020B07214082, Location: 0.1 MI FROM VERMONT SL (Lat: 43.650781, Lng: -72.314300), Route carried "on" structure: US 4, Year Built: 2015, Status: Open, Structure Length: 13.77m (45.18ft), Average Daily Traffic: 10,626 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 15,726 (year 2042), Design Load: HL 93, Features Intersected: CONNECTICUT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.021, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 54.3m (178.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.3 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.77m (45.18ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: August 2021, 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: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200089000714082, Location: 0.4 MI S EXIT 1A (Lat: 43.662719, Lng: -72.374397), Route carried "on" structure: Interstate 89, Year Built: 1967, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 26,000 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 27,300 (year 2028), Design Load: HS 20, Features Intersected: I 89 OVER TH NO 46
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.261, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $359,000, Roadway Improvement Cost: $50,000, Total Project Cost: $409,000 ( Estimate for 2020)
Structure Number: 200089000714082, Location: 0.4 MI S EXIT 1A (Lat: 43.662719, Lng: -72.374397), Route carried "on" structure: Interstate 89, Year Built: 1967, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 26,000 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 27,300 (year 2028), Design Load: HS 20, Features Intersected: I 89 OVER TH NO 46
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.261, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $359,000, Roadway Improvement Cost: $50,000, Total Project Cost: $409,000 ( Estimate for 2020)
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Structure Number: 200089000914082, Location: 0.6 MI N EXIT 1A (Lat: 43.670936, Lng: -72.390717), Route carried "on" structure: Interstate 89, Year Built: 1967, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 18,800 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 19,740 (year 2028), Design Load: HS 20, Features Intersected: I 89 OVER TH NO 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.919, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $279,000, Roadway Improvement Cost: $50,000, Total Project Cost: $329,000 ( Estimate for 2020)
Structure Number: 200089000914082, Location: 0.6 MI N EXIT 1A (Lat: 43.670936, Lng: -72.390717), Route carried "on" structure: Interstate 89, Year Built: 1967, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 18,800 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 19,740 (year 2028), Design Load: HS 20, Features Intersected: I 89 OVER TH NO 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.919, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $279,000, Roadway Improvement Cost: $50,000, Total Project Cost: $329,000 ( Estimate for 2020)
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Structure Number: 200089006N14082, Location: 0.5 MI N I89-I91 INTERS. (Lat: 43.644986, Lng: -72.345775), Route carried "on" structure: Interstate 89, Year Built: 1966, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 26,000 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 27,300 (year 2028), Design Load: HS 20, Features Intersected: I 89 OVER US 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.6 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: Equal to 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 200089006N14082, Location: 0.5 MI N I89-I91 INTERS. (Lat: 43.644986, Lng: -72.345775), Route carried "on" structure: Interstate 89, Year Built: 1966, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 26,000 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 27,300 (year 2028), Design Load: HS 20, Features Intersected: I 89 OVER US 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.6 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: Equal to 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: 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: 200089006S14082, Location: 0.5 MI N I89-I91 INTERS. (Lat: 43.644586, Lng: -72.345858), Route carried "on" structure: Interstate 89, Year Built: 1966, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 26,000 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 27,300 (year 2028), Design Load: HS 20, Features Intersected: I 89 OVER US 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, 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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.6 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: 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, Membrane: Preformed Fabric
Structure Number: 200089006S14082, Location: 0.5 MI N I89-I91 INTERS. (Lat: 43.644586, Lng: -72.345858), Route carried "on" structure: Interstate 89, Year Built: 1966, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 26,000 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 27,300 (year 2028), Design Load: HS 20, Features Intersected: I 89 OVER US 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, 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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.6 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: 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, Membrane: Preformed Fabric
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Structure Number: 200089011N14082, Location: 3.1 MI N EXIT 1A (Lat: 43.703519, Lng: -72.411544), Route carried "on" structure: Interstate 89, Year Built: 1967, Year Reconstructed: 1999, Status: Open, Structure Length: 32.28m (105.91ft), Average Daily Traffic: 18,800 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 19,740 (year 2028), Design Load: HS 20, Features Intersected: I 89 OVER WR&NEC RR & 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.054, 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: 6, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior 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: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200089011N14082, Location: 3.1 MI N EXIT 1A (Lat: 43.703519, Lng: -72.411544), Route carried "on" structure: Interstate 89, Year Built: 1967, Year Reconstructed: 1999, Status: Open, Structure Length: 32.28m (105.91ft), Average Daily Traffic: 18,800 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 19,740 (year 2028), Design Load: HS 20, Features Intersected: I 89 OVER WR&NEC RR & 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.054, 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: 6, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior 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: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200089011S14082, Location: 3.1 MI N EXIT 1A (Lat: 43.703608, Lng: -72.411908), Route carried "on" structure: Interstate 89, Year Built: 1967, Year Reconstructed: 2000, Status: Open, Structure Length: 32.28m (105.91ft), Average Daily Traffic: 18,800 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 19,740 (year 2028), Design Load: HS 20, Features Intersected: I 89 OVER WR&NECR&14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.054, 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: 6, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior 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: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200089011S14082, Location: 3.1 MI N EXIT 1A (Lat: 43.703608, Lng: -72.411908), Route carried "on" structure: Interstate 89, Year Built: 1967, Year Reconstructed: 2000, Status: Open, Structure Length: 32.28m (105.91ft), Average Daily Traffic: 18,800 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 19,740 (year 2028), Design Load: HS 20, Features Intersected: I 89 OVER WR&NECR&14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.054, 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: 6, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior 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: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200089012N14082, Location: 4.3 MI N EXIT 1A (Lat: 43.720500, Lng: -72.413669), Route carried "on" structure: Interstate 89, Year Built: 1968, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 18,800 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 19,740 (year 2028), Design Load: HS 20, Features Intersected: I 89 OVER TH NO 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.904, 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: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 200089012N14082, Location: 4.3 MI N EXIT 1A (Lat: 43.720500, Lng: -72.413669), Route carried "on" structure: Interstate 89, Year Built: 1968, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 18,800 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 19,740 (year 2028), Design Load: HS 20, Features Intersected: I 89 OVER TH NO 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.904, 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: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 200089012S14082, Location: 4.3 MI N EXIT 1A (Lat: 43.719733, Lng: -72.414294), Route carried "on" structure: Interstate 89, Year Built: 1968, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 18,800 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 19,740 (year 2028), Design Load: HS 20, Features Intersected: I 89 OVER TH NO 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.904, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 200089012S14082, Location: 4.3 MI N EXIT 1A (Lat: 43.719733, Lng: -72.414294), Route carried "on" structure: Interstate 89, Year Built: 1968, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 18,800 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 19,740 (year 2028), Design Load: HS 20, Features Intersected: I 89 OVER TH NO 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.904, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 200089B01N14082, Location: 0.04 MI FROM VT SL. (Lat: 43.634856, Lng: -72.329400), Route carried "on" structure: Interstate 89, Year Built: 1966, Status: Open, Structure Length: 25.82m (84.71ft), Average Daily Traffic: 20,105 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 29,755 (year 2042), Design Load: HS 20+Mod, Features Intersected: CONNECTICUT RIVER,NECRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.839, Lanes on structure: 2, Base Highway Network: Yes, 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: 6, Length of Maximum Span: 45.7m (149.9ft), 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: 10.9m (35.8ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.82m (84.71ft), Designated Inspection Frequency: Every 8 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: August 2017, 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
Structure Number: 200089B01N14082, Location: 0.04 MI FROM VT SL. (Lat: 43.634856, Lng: -72.329400), Route carried "on" structure: Interstate 89, Year Built: 1966, Status: Open, Structure Length: 25.82m (84.71ft), Average Daily Traffic: 20,105 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 29,755 (year 2042), Design Load: HS 20+Mod, Features Intersected: CONNECTICUT RIVER,NECRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.839, Lanes on structure: 2, Base Highway Network: Yes, 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: 6, Length of Maximum Span: 45.7m (149.9ft), 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: 10.9m (35.8ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.82m (84.71ft), Designated Inspection Frequency: Every 8 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: August 2017, 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
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Structure Number: 200089B01S14082, Location: 0.04 MI FROM VT. SL. (Lat: 43.634664, Lng: -72.329494), Route carried "on" structure: Interstate 89, Year Built: 1966, Status: Open, Structure Length: 25.79m (84.61ft), Average Daily Traffic: 19,185 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 28,393 (year 2042), Design Load: HS 20+Mod, Features Intersected: CONNECTICUT RIVER,NECRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.034, Lanes on structure: 2, Base Highway Network: Yes, 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: 6, Length of Maximum Span: 45.7m (149.9ft), 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: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.79m (84.61ft), Designated Inspection Frequency: Every 8 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: August 2017, 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
Structure Number: 200089B01S14082, Location: 0.04 MI FROM VT. SL. (Lat: 43.634664, Lng: -72.329494), Route carried "on" structure: Interstate 89, Year Built: 1966, Status: Open, Structure Length: 25.79m (84.61ft), Average Daily Traffic: 19,185 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 28,393 (year 2042), Design Load: HS 20+Mod, Features Intersected: CONNECTICUT RIVER,NECRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.034, Lanes on structure: 2, Base Highway Network: Yes, 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: 6, Length of Maximum Span: 45.7m (149.9ft), 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: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.79m (84.61ft), Designated Inspection Frequency: Every 8 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: August 2017, 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
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Structure Number: 200091041C14082, Location: 0.1 MI E JCT. I 89 & I 91 (Lat: 43.638811, Lng: -72.336717), Route carried "on" structure: Ramp Interstate 91, Year Built: 1965, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 19,800 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 20,790 (year 2028), Design Load: HS 20, Features Intersected: I 91 RAMP C OVER I89
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.842, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 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: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 200091041C14082, Location: 0.1 MI E JCT. I 89 & I 91 (Lat: 43.638811, Lng: -72.336717), Route carried "on" structure: Ramp Interstate 91, Year Built: 1965, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 19,800 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 20,790 (year 2028), Design Load: HS 20, Features Intersected: I 91 RAMP C OVER I89
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.842, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 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: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than 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: 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: 200091041N14082, Location: 0.1 MI S I 91-I 89 INTERS (Lat: 43.638017, Lng: -72.338414), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 19,800 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 20,790 (year 2028), Design Load: HS 20, Features Intersected: I 91 OVER RAMP C I 91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.115, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), 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: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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, Membrane: Preformed Fabric
Structure Number: 200091041N14082, Location: 0.1 MI S I 91-I 89 INTERS (Lat: 43.638017, Lng: -72.338414), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 19,800 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 20,790 (year 2028), Design Load: HS 20, Features Intersected: I 91 OVER RAMP C I 91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.115, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), 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: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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, Membrane: Preformed Fabric
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Structure Number: 200091041S14082, Location: 0.1 MI S I 91-I 89 INTERS (Lat: 43.637978, Lng: -72.338711), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 19,800 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 20,790 (year 2028), Design Load: HS 20, Features Intersected: I 91 OVER RAMP C I91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.115, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 11 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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, Membrane: Preformed Fabric
Structure Number: 200091041S14082, Location: 0.1 MI S I 91-I 89 INTERS (Lat: 43.637978, Lng: -72.338711), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 19,800 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 20,790 (year 2028), Design Load: HS 20, Features Intersected: I 91 OVER RAMP C I91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.115, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 11 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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, Membrane: Preformed Fabric
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Structure Number: 200091042N14082, Location: I 91-I 89 INTERSECTION (Lat: 43.639747, Lng: -72.338308), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 10.55m (34.61ft), Average Daily Traffic: 19,800 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 20,790 (year 2028), Design Load: HS 20, Features Intersected: I 91NB OVER I89
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.324, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), 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: Good, Substructure: Satisfactory, Operating Rating: 55.3 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 minimum criteria, Deck Geometry: Meets minimum limits, 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
Structure Number: 200091042N14082, Location: I 91-I 89 INTERSECTION (Lat: 43.639747, Lng: -72.338308), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 10.55m (34.61ft), Average Daily Traffic: 19,800 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 20,790 (year 2028), Design Load: HS 20, Features Intersected: I 91NB OVER I89
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.324, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), 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: Good, Substructure: Satisfactory, Operating Rating: 55.3 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 minimum criteria, Deck Geometry: Meets minimum limits, 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: 200091042S14082, Location: I 91-I 89 INTERSECTION (Lat: 43.639892, Lng: -72.338625), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 19,800 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 20,790 (year 2028), Design Load: HS 20, Features Intersected: I 91 OVER I 89
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.324, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), 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: Good, Substructure: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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
Structure Number: 200091042S14082, Location: I 91-I 89 INTERSECTION (Lat: 43.639892, Lng: -72.338625), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 19,800 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 20,790 (year 2028), Design Load: HS 20, Features Intersected: I 91 OVER I 89
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.324, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), 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: Good, Substructure: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: 200091043N14082, Location: I 91 EXIT 11 (Lat: 43.645614, Lng: -72.337836), Route carried "on" structure: Interstate 91, Year Built: 2015, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 31,000 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 32,550 (year 2028), Design Load: HL 93, Features Intersected: I 91 OVER US 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.952, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior 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: Monolithic Concrete, Deck Protection: Other
Structure Number: 200091043N14082, Location: I 91 EXIT 11 (Lat: 43.645614, Lng: -72.337836), Route carried "on" structure: Interstate 91, Year Built: 2015, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 31,000 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 32,550 (year 2028), Design Load: HL 93, Features Intersected: I 91 OVER US 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.952, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior 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: Monolithic Concrete, Deck Protection: Other
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Structure Number: 200091043S14082, Location: I 91 EXIT 11 (Lat: 43.645592, Lng: -72.338172), Route carried "on" structure: Interstate 91, Year Built: 2015, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 31,000 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 32,550 (year 2028), Design Load: HL 93, Features Intersected: I 91 OVER US 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.952, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, 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: Monolithic Concrete, Deck Protection: Other
Structure Number: 200091043S14082, Location: I 91 EXIT 11 (Lat: 43.645592, Lng: -72.338172), Route carried "on" structure: Interstate 91, Year Built: 2015, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 31,000 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 32,550 (year 2028), Design Load: HL 93, Features Intersected: I 91 OVER US 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.952, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, 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: Monolithic Concrete, Deck Protection: Other
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Structure Number: 200091044N14082, Location: 1.0 MI S EXIT 12 (Lat: 43.654883, Lng: -72.330606), Route carried "on" structure: Interstate 91, Year Built: 1967, Status: Open, Structure Length: 36.52m (119.82ft), Average Daily Traffic: 21,000 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 22,050 (year 2028), Design Load: HS 20, Features Intersected: US 4 VT 14 NECR WHTR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.159, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 7, Length of Maximum Span: 73.2m (240.2ft), 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: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.7 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 36.52m (119.82ft), 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: $14,885,000, Roadway Improvement Cost: $50,000, Total Project Cost: $14,935,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 200091044N14082, Location: 1.0 MI S EXIT 12 (Lat: 43.654883, Lng: -72.330606), Route carried "on" structure: Interstate 91, Year Built: 1967, Status: Open, Structure Length: 36.52m (119.82ft), Average Daily Traffic: 21,000 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 22,050 (year 2028), Design Load: HS 20, Features Intersected: US 4 VT 14 NECR WHTR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.159, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 7, Length of Maximum Span: 73.2m (240.2ft), 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: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.7 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 36.52m (119.82ft), 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: $14,885,000, Roadway Improvement Cost: $50,000, Total Project Cost: $14,935,000 ( 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: 200091044S14082, Location: 1.0 MI S EXIT 12 (Lat: 43.654925, Lng: -72.330864), Route carried "on" structure: Interstate 91, Year Built: 1967, Status: Open, Structure Length: 35.91m (117.81ft), Average Daily Traffic: 21,000 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 22,050 (year 2028), Design Load: HS 20, Features Intersected: US 4 VT 14 NECR WHTR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.159, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 7, Length of Maximum Span: 73.2m (240.2ft), 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: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.7 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 35.91m (117.81ft), 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: $14,637,000, Roadway Improvement Cost: $50,000, Total Project Cost: $14,687,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 200091044S14082, Location: 1.0 MI S EXIT 12 (Lat: 43.654925, Lng: -72.330864), Route carried "on" structure: Interstate 91, Year Built: 1967, Status: Open, Structure Length: 35.91m (117.81ft), Average Daily Traffic: 21,000 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 22,050 (year 2028), Design Load: HS 20, Features Intersected: US 4 VT 14 NECR WHTR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.159, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 7, Length of Maximum Span: 73.2m (240.2ft), 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: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.7 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 35.91m (117.81ft), 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: $14,637,000, Roadway Improvement Cost: $50,000, Total Project Cost: $14,687,000 ( 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: 200091045N14082, Location: I 91 EXIT 12 (Lat: 43.666369, Lng: -72.318972), Route carried "on" structure: Interstate 91, Year Built: 1967, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 20,100 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 21,105 (year 2028), Design Load: HS 20, Features Intersected: I 91 OVER WILDER SH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.864, 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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: 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, Membrane: Preformed Fabric
Structure Number: 200091045N14082, Location: I 91 EXIT 12 (Lat: 43.666369, Lng: -72.318972), Route carried "on" structure: Interstate 91, Year Built: 1967, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 20,100 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 21,105 (year 2028), Design Load: HS 20, Features Intersected: I 91 OVER WILDER SH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.864, 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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: 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, Membrane: Preformed Fabric
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Structure Number: 200091045S14082, Location: I 91 EXIT 12 (Lat: 43.666469, Lng: -72.319228), Route carried "on" structure: Interstate 91, Year Built: 1967, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 20,100 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 21,105 (year 2028), Design Load: HS 20, Features Intersected: I 91 OVER WILDER SH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.864, 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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.5m (1.6ft), 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: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 200091045S14082, Location: I 91 EXIT 12 (Lat: 43.666469, Lng: -72.319228), Route carried "on" structure: Interstate 91, Year Built: 1967, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 20,100 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 21,105 (year 2028), Design Load: HS 20, Features Intersected: I 91 OVER WILDER SH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.864, 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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.5m (1.6ft), 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: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: 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: 200091047N14082, Location: 1.1 MI N EXIT 12 (Lat: 43.682214, Lng: -72.315167), Route carried "on" structure: Interstate 91, Year Built: 1967, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 20,100 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 21,105 (year 2028), Design Load: HS 20, Features Intersected: I 91 OVER US 5 & BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.666, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.3 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior 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: Bituminous
Structure Number: 200091047N14082, Location: 1.1 MI N EXIT 12 (Lat: 43.682214, Lng: -72.315167), Route carried "on" structure: Interstate 91, Year Built: 1967, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 20,100 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 21,105 (year 2028), Design Load: HS 20, Features Intersected: I 91 OVER US 5 & BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.666, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.3 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior 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: Bituminous
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Structure Number: 200091047S14082, Location: 1.1 MI N EXIT 12 (Lat: 43.682350, Lng: -72.315397), Route carried "on" structure: Interstate 91, Year Built: 1967, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 20,100 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 21,105 (year 2028), Design Load: HS 20, Features Intersected: I 91 OVER US 5 & BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.666, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.3 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Superior 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: Bituminous
Structure Number: 200091047S14082, Location: 1.1 MI N EXIT 12 (Lat: 43.682350, Lng: -72.315397), Route carried "on" structure: Interstate 91, Year Built: 1967, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 20,100 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 21,105 (year 2028), Design Load: HS 20, Features Intersected: I 91 OVER US 5 & BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.666, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.3 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Superior 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: Bituminous
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Structure Number: 200166000814082, Location: 0.1 MI W JCT. VT.14 (Lat: 43.712058, Lng: -72.418100), Route carried "on" structure: County highway 4, Year Built: 2006, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 1,670 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 1,754 (year 2027), Design Load: HS 25 or greater, Features Intersected: WHITE RIVER
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, Number Of Approach Spans: 2, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), 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: 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 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200166000814082, Location: 0.1 MI W JCT. VT.14 (Lat: 43.712058, Lng: -72.418100), Route carried "on" structure: County highway 4, Year Built: 2006, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 1,670 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 1,754 (year 2027), Design Load: HS 25 or greater, Features Intersected: WHITE RIVER
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, Number Of Approach Spans: 2, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), 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: 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 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 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: 200168000614082, Location: 0.1 MI N JCT. U.S.4 W (Lat: 43.645639, Lng: -72.418850), Route carried "on" structure: County highway 8, Year Built: 2012, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 2,200 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,310 (year 2027), Design Load: HL 93, Features Intersected: OTTAUQUECHEE RIVER
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing
Structure Number: 200168000614082, Location: 0.1 MI N JCT. U.S.4 W (Lat: 43.645639, Lng: -72.418850), Route carried "on" structure: County highway 8, Year Built: 2012, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 2,200 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,310 (year 2027), Design Load: HL 93, Features Intersected: OTTAUQUECHEE RIVER
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing
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Structure Number: 201408040A14082, Location: 2.0 MI S I91-I89 INTERCHG (Lat: 43.612225, Lng: -72.345183), Route carried "on" structure: Business Other road PRVRD, Year Built: 2008, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 800 (year 2019), Truck Traffic: 90%, Average Future Daily Traffic: 840 (year 2029), Design Load: HS 25 or greater, Features Intersected: QUARRY ROAD OVER I91, Facility Carried by Structure: QUARRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.173, Lanes on structure: 2, Lanes under structure: 4, Owner: Private, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 50.0m (164.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 86.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,823,000, Roadway Improvement Cost: $50,000, Total Project Cost: $1,873,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 201408040A14082, Location: 2.0 MI S I91-I89 INTERCHG (Lat: 43.612225, Lng: -72.345183), Route carried "on" structure: Business Other road PRVRD, Year Built: 2008, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 800 (year 2019), Truck Traffic: 90%, Average Future Daily Traffic: 840 (year 2029), Design Load: HS 25 or greater, Features Intersected: QUARRY ROAD OVER I91, Facility Carried by Structure: QUARRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.173, Lanes on structure: 2, Lanes under structure: 4, Owner: Private, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 50.0m (164.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 86.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,823,000, Roadway Improvement Cost: $50,000, Total Project Cost: $1,873,000 ( 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: 2014080D1014081, Location: 2.8 MI N EXIT 1A (Lat: 43.699928, Lng: -72.409911), Route carried "on" structure: County highway TH36, Year Built: 1967, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 105 (year 2029), Design Load: HS 20+Mod, Features Intersected: TH NO 36 OVER I 89
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: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), 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: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 61.7 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: Equal to 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: May 2020, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 2014080D1014081, Location: 2.8 MI N EXIT 1A (Lat: 43.699928, Lng: -72.409911), Route carried "on" structure: County highway TH36, Year Built: 1967, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 105 (year 2029), Design Load: HS 20+Mod, Features Intersected: TH NO 36 OVER I 89
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: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), 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: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 61.7 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: Equal to 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: May 2020, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 2014080D4614081, Location: 0.5 MI N EXIT 12 (Lat: 43.672794, Lng: -72.318125), Route carried "on" structure: County highway TH33, Year Built: 1967, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 158 (year 2029), Design Load: HS 20, Features Intersected: TH NO 33 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: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 87.1 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum 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
Structure Number: 2014080D4614081, Location: 0.5 MI N EXIT 12 (Lat: 43.672794, Lng: -72.318125), Route carried "on" structure: County highway TH33, Year Built: 1967, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 158 (year 2029), Design Load: HS 20, Features Intersected: TH NO 33 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: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 87.1 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum 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: 200020065A14082, Location: 3.1 MI W JCT. U.S.5 S (Lat: 43.667008, Lng: -72.385656), Route carried "under" structure: Interstate 89, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 15,100 (year 1998), Truck Traffic: 13%, Features Intersected: I 89 UNDER US 4, Facility Carried by Structure: US 00004 ML
Minimum Vertical Clearance: 5.53m (18.14ft), Kilometerpoint: 14.330, Lanes on structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft)
Structure Number: 200020065A14082, Location: 3.1 MI W JCT. U.S.5 S (Lat: 43.667008, Lng: -72.385656), Route carried "under" structure: Interstate 89, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 15,100 (year 1998), Truck Traffic: 13%, Features Intersected: I 89 UNDER US 4, Facility Carried by Structure: US 00004 ML
Minimum Vertical Clearance: 5.53m (18.14ft), Kilometerpoint: 14.330, Lanes on structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft)
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Structure Number: 200089006N14082, Location: 0.5 MI N I89-I91 INTERS. (Lat: 43.644986, Lng: -72.345775), Route carried "under" structure: US 5, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 6,800 (year 1998), Truck Traffic: 6%, Features Intersected: I 89 OVER U.S.5, Facility Carried by Structure: I 00089 ML
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.000, Lanes on structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 200089006N14082, Location: 0.5 MI N I89-I91 INTERS. (Lat: 43.644986, Lng: -72.345775), Route carried "under" structure: US 5, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 6,800 (year 1998), Truck Traffic: 6%, Features Intersected: I 89 OVER U.S.5, Facility Carried by Structure: I 00089 ML
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.000, Lanes on structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 200089006S14082, Location: 0.5 MI N I89-I91 INTERS. (Lat: 43.644586, Lng: -72.345858), Route carried "under" structure: US 5, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 6,800 (year 1998), Truck Traffic: 6%, Features Intersected: I 89 OVER U.S.5, Facility Carried by Structure: I 00089 ML
Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 0.000, Lanes on structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 200089006S14082, Location: 0.5 MI N I89-I91 INTERS. (Lat: 43.644586, Lng: -72.345858), Route carried "under" structure: US 5, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 6,800 (year 1998), Truck Traffic: 6%, Features Intersected: I 89 OVER U.S.5, Facility Carried by Structure: I 00089 ML
Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 0.000, Lanes on structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 200089011N14082, Location: 3.1 MI N EXIT 1A (Lat: 43.703519, Lng: -72.411544), Route carried "under" structure: State highway 14, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 2,900 (year 1998), Truck Traffic: 6%, Features Intersected: I 89 OVER VT 14, Facility Carried by Structure: I 00089 ML
Minimum Vertical Clearance: 6.60m (21.65ft), Kilometerpoint: 0.000, Lanes on structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 61.0m (200.1ft)
Structure Number: 200089011N14082, Location: 3.1 MI N EXIT 1A (Lat: 43.703519, Lng: -72.411544), Route carried "under" structure: State highway 14, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 2,900 (year 1998), Truck Traffic: 6%, Features Intersected: I 89 OVER VT 14, Facility Carried by Structure: I 00089 ML
Minimum Vertical Clearance: 6.60m (21.65ft), Kilometerpoint: 0.000, Lanes on structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 61.0m (200.1ft)
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Structure Number: 200089011S14082, Location: 3.1 MI N EXIT 1A (Lat: 43.703608, Lng: -72.411908), Route carried "under" structure: State highway 14, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 2,900 (year 1998), Truck Traffic: 6%, Features Intersected: I 89 OVER VT 14, Facility Carried by Structure: I 00089 ML
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 0.000, Lanes on structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 61.0m (200.1ft)
Structure Number: 200089011S14082, Location: 3.1 MI N EXIT 1A (Lat: 43.703608, Lng: -72.411908), Route carried "under" structure: State highway 14, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 2,900 (year 1998), Truck Traffic: 6%, Features Intersected: I 89 OVER VT 14, Facility Carried by Structure: I 00089 ML
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 0.000, Lanes on structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 61.0m (200.1ft)
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Structure Number: 200091041C14082, Location: 0.1 MI E JCT. I 89 & I 91 (Lat: 43.638811, Lng: -72.336717), Route carried "under" structure: Interstate 89, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 37,700 (year 2008), Truck Traffic: 13%, Features Intersected: I 89 UNDER I91 RAMP C, Facility Carried by Structure: I 00091 RAMP
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 0.724, Lanes on structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 200091041C14082, Location: 0.1 MI E JCT. I 89 & I 91 (Lat: 43.638811, Lng: -72.336717), Route carried "under" structure: Interstate 89, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 37,700 (year 2008), Truck Traffic: 13%, Features Intersected: I 89 UNDER I91 RAMP C, Facility Carried by Structure: I 00091 RAMP
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 0.724, Lanes on structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: 200091042N14082, Location: I 91-I 89 INTERSECTION (Lat: 43.639747, Lng: -72.338308), Route carried "under" structure: Interstate 89, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 22,000 (year 1998), Truck Traffic: 13%, Features Intersected: I 89 UNDER I 91NB, Facility Carried by Structure: I 00091 ML
Minimum Vertical Clearance: 7.69m (25.23ft), Kilometerpoint: 1.450, Lanes on structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Structure Number: 200091042N14082, Location: I 91-I 89 INTERSECTION (Lat: 43.639747, Lng: -72.338308), Route carried "under" structure: Interstate 89, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 22,000 (year 1998), Truck Traffic: 13%, Features Intersected: I 89 UNDER I 91NB, Facility Carried by Structure: I 00091 ML
Minimum Vertical Clearance: 7.69m (25.23ft), Kilometerpoint: 1.450, Lanes on structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
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Structure Number: 200091042S14082, Location: I 91-I 89 INTERSECTION (Lat: 43.639892, Lng: -72.338625), Route carried "under" structure: Interstate 89, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 22,000 (year 1998), Truck Traffic: 13%, Features Intersected: I 89 UNDER I 91SB, Facility Carried by Structure: I 00091 ML
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 1.501, Lanes on structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Structure Number: 200091042S14082, Location: I 91-I 89 INTERSECTION (Lat: 43.639892, Lng: -72.338625), Route carried "under" structure: Interstate 89, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 22,000 (year 1998), Truck Traffic: 13%, Features Intersected: I 89 UNDER I 91SB, Facility Carried by Structure: I 00091 ML
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 1.501, Lanes on structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)