Bridge Statistics for Rutland, Vermont (VT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 312ft / 94.9mTotal length
- $6,518,000Total costs
- 134,675Total average daily traffic
- 11,132Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Rutland
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11930-1939
- 21940-1949
- 41950-1959
- 11960-1969
- 61980-1989
- 12000-2009
- 32010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 11990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 43.8%Very good
- 37.5%Good
- 12.5%Satisfactory
- 6.3%Fair
- Bridge Condition - Superstructure
- 25.0%Very good
- 31.3%Good
- 43.8%Satisfactory
- Bridge Condition - Substructure
- 25.0%Very good
- 12.5%Good
- 50.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 69.2%Very good
- 30.8%Good
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Structure Number: 101119001511191, Location: 0.1 MI JCT OF NORTH ST (Lat: 43.619692, Lng: -72.979114), Route carried "on" structure: Other road C3137, Year Built: 2020, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 110 (year 2040), Design Load: HL 93, Features Intersected: TENNEY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 101119001511191, Location: 0.1 MI JCT OF NORTH ST (Lat: 43.619692, Lng: -72.979114), Route carried "on" structure: Other road C3137, Year Built: 2020, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 110 (year 2040), Design Load: HL 93, Features Intersected: TENNEY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 101120000911201, Location: 0.08 MI TO JCT W US7 (Lat: 43.633708, Lng: -72.977664), Route carried "on" structure: Other road C2011, Year Built: 1950, Year Reconstructed: 2010, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 800 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 840 (year 2029), Design Load: H 15, Features Intersected: EAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $901,000, Roadway Improvement Cost: $50,000, Total Project Cost: $951,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 101120000911201, Location: 0.08 MI TO JCT W US7 (Lat: 43.633708, Lng: -72.977664), Route carried "on" structure: Other road C2011, Year Built: 1950, Year Reconstructed: 2010, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 800 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 840 (year 2029), Design Load: H 15, Features Intersected: EAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $901,000, Roadway Improvement Cost: $50,000, Total Project Cost: $951,000 ( 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: 200019010311202, Location: 2.6 MI N JCT. U.S.4 E (Lat: 43.645414, Lng: -72.985114), Route carried "on" structure: US 7, Year Built: 2009, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 11,400 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 11,970 (year 2028), Design Load: HL 93, Features Intersected: EAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.731, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200019010311202, Location: 2.6 MI N JCT. U.S.4 E (Lat: 43.645414, Lng: -72.985114), Route carried "on" structure: US 7, Year Built: 2009, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 11,400 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 11,970 (year 2028), Design Load: HL 93, Features Intersected: EAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.731, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200020019E11202, Location: 1.3 MI. W JCT. U.S. 7 (Lat: 43.584983, Lng: -72.989858), Route carried "on" structure: US 4, Year Built: 1986, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 11,550 (year 2028), Design Load: HS 20+Mod, Features Intersected: US 4 OVER DORR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.648, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.4m (40.7ft)
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: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 200020019E11202, Location: 1.3 MI. W JCT. U.S. 7 (Lat: 43.584983, Lng: -72.989858), Route carried "on" structure: US 4, Year Built: 1986, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 11,550 (year 2028), Design Load: HS 20+Mod, Features Intersected: US 4 OVER DORR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.648, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.4m (40.7ft)
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: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 200020019W11202, Location: 1.3 MI. W JCT. U.S. 7 (Lat: 43.585269, Lng: -72.989911), Route carried "on" structure: US 4, Year Built: 1986, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 11,550 (year 2028), Design Load: HS 20+Mod, Features Intersected: US 4 OVER DORR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.648, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 88.9 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: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 200020019W11202, Location: 1.3 MI. W JCT. U.S. 7 (Lat: 43.585269, Lng: -72.989911), Route carried "on" structure: US 4, Year Built: 1986, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 11,550 (year 2028), Design Load: HS 20+Mod, Features Intersected: US 4 OVER DORR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.648, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 88.9 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: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 200020020E11202, Location: 1.0 MI. W JCT. U.S. 7 (Lat: 43.583844, Lng: -72.985053), Route carried "on" structure: US 4, Year Built: 1986, Status: Open, Structure Length: 11.09m (36.38ft), 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: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.066, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 200020020E11202, Location: 1.0 MI. W JCT. U.S. 7 (Lat: 43.583844, Lng: -72.985053), Route carried "on" structure: US 4, Year Built: 1986, Status: Open, Structure Length: 11.09m (36.38ft), 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: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.066, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 200020020W11202, Location: 1.0 MI. W JCT. U.S. 7 (Lat: 43.584086, Lng: -72.984931), Route carried "on" structure: US 4, Year Built: 1986, Status: Open, Structure Length: 11.09m (36.38ft), 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: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.066, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 200020020W11202, Location: 1.0 MI. W JCT. U.S. 7 (Lat: 43.584086, Lng: -72.984931), Route carried "on" structure: US 4, Year Built: 1986, Status: Open, Structure Length: 11.09m (36.38ft), 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: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.066, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 2011200D1811201, Location: 1.9 MI E EXIT 6 (Lat: 43.590942, Lng: -73.004194), Route carried "on" structure: County highway TH22, Year Built: 1984, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 375 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 394 (year 2029), Design Load: HS 20+Mod, Features Intersected: TH 22 OVER US 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 44.2m (145.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2011200D1811201, Location: 1.9 MI E EXIT 6 (Lat: 43.590942, Lng: -73.004194), Route carried "on" structure: County highway TH22, Year Built: 1984, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 375 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 394 (year 2029), Design Load: HS 20+Mod, Features Intersected: TH 22 OVER US 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 44.2m (145.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 203000B4-611192, Location: 0.8 MI W JCT. U.S.7 S (Lat: 43.608589, Lng: -72.989369), Route carried "on" structure: Business US BR4, Year Built: 1935, Year Reconstructed: 1990, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 13,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 13,650 (year 2028), Design Load: HS 25 or greater, Features Intersected: EAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.026, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 203000B4-611192, Location: 0.8 MI W JCT. U.S.7 S (Lat: 43.608589, Lng: -72.989369), Route carried "on" structure: Business US BR4, Year Built: 1935, Year Reconstructed: 1990, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 13,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 13,650 (year 2028), Design Load: HS 25 or greater, Features Intersected: EAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.026, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 203006002311192, Location: CRESCENT STREET (Lat: 43.614372, Lng: -72.989814), Route carried "on" structure: City street CRESC, Year Built: 1950, Status: Posted for load, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 2,400 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 2,520 (year 2026), Design Load: H 15, Features Intersected: EAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,040,000, Roadway Improvement Cost: $50,000, Total Project Cost: $1,090,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 203006002311192, Location: CRESCENT STREET (Lat: 43.614372, Lng: -72.989814), Route carried "on" structure: City street CRESC, Year Built: 1950, Status: Posted for load, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 2,400 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 2,520 (year 2026), Design Load: H 15, Features Intersected: EAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,040,000, Roadway Improvement Cost: $50,000, Total Project Cost: $1,090,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 203018001411192, Location: FOREST STREET (Lat: 43.594261, Lng: -72.981283), Route carried "on" structure: City street FORST, Year Built: 2014, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 2,100 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 2,205 (year 2026), Design Load: HL 93, Features Intersected: MOON BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 203018001411192, Location: FOREST STREET (Lat: 43.594261, Lng: -72.981283), Route carried "on" structure: City street FORST, Year Built: 2014, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 2,100 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 2,205 (year 2026), Design Load: HL 93, Features Intersected: MOON BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 203022002511192, Location: GROVE STREET (Lat: 43.629019, Lng: -72.988094), Route carried "on" structure: City street GROVE, Year Built: 1947, Year Reconstructed: 1978, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 2,100 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 2,205 (year 2026), Design Load: HS 20, Features Intersected: EAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), 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: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 57.2 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: Somewhat better than minimum adequacy, 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: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,715,000, Roadway Improvement Cost: $50,000, Total Project Cost: $1,765,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 203022002511192, Location: GROVE STREET (Lat: 43.629019, Lng: -72.988094), Route carried "on" structure: City street GROVE, Year Built: 1947, Year Reconstructed: 1978, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 2,100 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 2,205 (year 2026), Design Load: HS 20, Features Intersected: EAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), 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: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 57.2 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: Somewhat better than minimum adequacy, 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: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,715,000, Roadway Improvement Cost: $50,000, Total Project Cost: $1,765,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 203050001711192, Location: RIPLEY ROAD (Lat: 43.602039, Lng: -73.002592), Route carried "on" structure: City street RIPLY, Year Built: 2016, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 1,600 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 1,680 (year 2026), Design Load: HL 93, Features Intersected: OTTER CREEK, Facility Carried by Structure: CITY RIPLEY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other Coated Reinforcing
Structure Number: 203050001711192, Location: RIPLEY ROAD (Lat: 43.602039, Lng: -73.002592), Route carried "on" structure: City street RIPLY, Year Built: 2016, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 1,600 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 1,680 (year 2026), Design Load: HL 93, Features Intersected: OTTER CREEK, Facility Carried by Structure: CITY RIPLEY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other Coated Reinforcing
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Structure Number: 203052000211192, Location: RIVER STREET (Lat: 43.601042, Lng: -72.992764), Route carried "on" structure: City street RIVER, Year Built: 2015, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 3,200 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 3,360 (year 2026), Design Load: HL 93, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
Structure Number: 203052000211192, Location: RIVER STREET (Lat: 43.601042, Lng: -72.992764), Route carried "on" structure: City street RIVER, Year Built: 2015, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 3,200 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 3,360 (year 2026), Design Load: HL 93, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
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Structure Number: 203052002711192, Location: RIVER STREET (Lat: 43.603011, Lng: -72.977169), Route carried "on" structure: City street RIVER, Year Built: 1968, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 5,200 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 5,460 (year 2026), Design Load: HS 20+Mod, Features Intersected: RIVER ST OVER VT RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,662,000, Roadway Improvement Cost: $50,000, Total Project Cost: $2,712,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 203052002711192, Location: RIVER STREET (Lat: 43.603011, Lng: -72.977169), Route carried "on" structure: City street RIVER, Year Built: 1968, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 5,200 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 5,460 (year 2026), Design Load: HS 20+Mod, Features Intersected: RIVER ST OVER VT RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,662,000, Roadway Improvement Cost: $50,000, Total Project Cost: $2,712,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 203064001911192, Location: WEST STREET (Lat: 43.606625, Lng: -72.988153), Route carried "on" structure: City street WEST, Year Built: 1947, Year Reconstructed: 2012, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 9,900 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 10,395 (year 2026), Design Load: H 20, Features Intersected: EAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 203064001911192, Location: WEST STREET (Lat: 43.606625, Lng: -72.988153), Route carried "on" structure: City street WEST, Year Built: 1947, Year Reconstructed: 2012, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 9,900 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 10,395 (year 2026), Design Load: H 20, Features Intersected: EAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 203200B4-411202, Location: 0.2 MI W JCT. VT.3 (Lat: 43.604114, Lng: -73.014556), Route carried "on" structure: Business US BR4, Year Built: 1959, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 13,000 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 13,650 (year 2028), Design Load: HS 20, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.826, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Very 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 203200B4-411202, Location: 0.2 MI W JCT. VT.3 (Lat: 43.604114, Lng: -73.014556), Route carried "on" structure: Business US BR4, Year Built: 1959, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 13,000 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 13,650 (year 2028), Design Load: HS 20, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.826, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Very 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 101119002111191, Location: 0.05 M TO JCT W FOREST ST (Lat: 43.607067, Lng: -72.982897), Route carried "under" structure: Other road C30PI, Year Built: 1919, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 1995), Truck Traffic: 2%, Features Intersected: VT RR OVER PINE ST., Facility Carried by Structure: RAILROAD
Kilometerpoint: 0.000, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 13.7m (44.9ft)
Structure Number: 101119002111191, Location: 0.05 M TO JCT W FOREST ST (Lat: 43.607067, Lng: -72.982897), Route carried "under" structure: Other road C30PI, Year Built: 1919, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 1995), Truck Traffic: 2%, Features Intersected: VT RR OVER PINE ST., Facility Carried by Structure: RAILROAD
Kilometerpoint: 0.000, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 13.7m (44.9ft)
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Structure Number: 2011200D1811201, Location: 1.9 MI E EXIT 6 (Lat: 43.590942, Lng: -73.004194), Route carried "under" structure: US 4, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 9,100 (year 1998), Truck Traffic: 10%, Features Intersected: TH 22 OVER US 4, Facility Carried by Structure: TR 0TH22
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 53.297, Lanes on structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
Structure Number: 2011200D1811201, Location: 1.9 MI E EXIT 6 (Lat: 43.590942, Lng: -73.004194), Route carried "under" structure: US 4, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 9,100 (year 1998), Truck Traffic: 10%, Features Intersected: TH 22 OVER US 4, Facility Carried by Structure: TR 0TH22
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 53.297, Lanes on structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
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Structure Number: 203200B4-511202, Location: 0.1 M1 E JCT VT.3 (Lat: 43.604586, Lng: -73.012217), Route carried "under" structure: Business US BR4, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 14,400 (year 1998), Truck Traffic: 10%, Features Intersected: VT RR OVER BR US 4, Facility Carried by Structure: RAILROAD
Kilometerpoint: 4.019, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 203200B4-511202, Location: 0.1 M1 E JCT VT.3 (Lat: 43.604586, Lng: -73.012217), Route carried "under" structure: Business US BR4, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 14,400 (year 1998), Truck Traffic: 10%, Features Intersected: VT RR OVER BR US 4, Facility Carried by Structure: RAILROAD
Kilometerpoint: 4.019, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 37.2m (122.0ft)