Bridge Statistics for Marlborough, Massachusetts (MA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 37Number of bridges
- 505ft / 154mTotal length
- $120,087,000Total costs
- 1,023,756Total average daily traffic
- 90,541Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Marlborough
- No street view available for this location
- New bridges - historical statistics
- 281960-1969
- 31970-1979
- 21980-1989
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 7.1%Very good
- 10.7%Good
- 35.7%Satisfactory
- 35.7%Fair
- 7.1%Poor
- 3.6%Serious
- Bridge Condition - Superstructure
- 7.1%Very good
- 28.6%Good
- 25.0%Satisfactory
- 35.7%Fair
- 3.6%Serious
- Bridge Condition - Substructure
- 3.6%Very good
- 14.3%Good
- 60.7%Satisfactory
- 17.9%Fair
- 3.6%Poor
- Bridge Condition - Channel
- 33.3%Very good
- 50.0%Good
- 16.7%Fair
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Structure Number: H2501627FDOTNBI, Location: 0.25 MI N OF I-290 (Lat: 42.368864, Lng: -71.594647), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 41,723 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 78,965 (year 2032), Design Load: HS 20+Mod, Features Intersected: WATER ASSABET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.471, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 36 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Underwater Inspection Date: January 2019, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $1,747,000, Roadway Improvement Cost: $175,000, Total Project Cost: $2,621,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: H2501627FDOTNBI, Location: 0.25 MI N OF I-290 (Lat: 42.368864, Lng: -71.594647), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 41,723 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 78,965 (year 2032), Design Load: HS 20+Mod, Features Intersected: WATER ASSABET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.471, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 36 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Underwater Inspection Date: January 2019, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $1,747,000, Roadway Improvement Cost: $175,000, Total Project Cost: $2,621,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: H2501627GDOTNBI, Location: 0.25 MI NW RT 290 (Lat: 42.368381, Lng: -71.595303), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 53,171 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 78,965 (year 2032), Design Load: H 20, Features Intersected: WATER ASSABET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.471, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 36 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Underwater Inspection Date: January 2019, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $1,747,000, Roadway Improvement Cost: $175,000, Total Project Cost: $2,621,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: H2501627GDOTNBI, Location: 0.25 MI NW RT 290 (Lat: 42.368381, Lng: -71.595303), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 53,171 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 78,965 (year 2032), Design Load: H 20, Features Intersected: WATER ASSABET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.471, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 36 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Underwater Inspection Date: January 2019, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $1,747,000, Roadway Improvement Cost: $175,000, Total Project Cost: $2,621,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: H2501727HDOTNBI, Location: 0.75 MI NW RT 290 (Lat: 42.371650, Lng: -71.596050), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 52,571 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 75,806 (year 2032), Design Load: H 20, Features Intersected: HWY RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.715, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.9m (65.3ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $2,754,000, Roadway Improvement Cost: $276,000, Total Project Cost: $4,132,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: H2501727HDOTNBI, Location: 0.75 MI NW RT 290 (Lat: 42.371650, Lng: -71.596050), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 52,571 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 75,806 (year 2032), Design Load: H 20, Features Intersected: HWY RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.715, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.9m (65.3ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $2,754,000, Roadway Improvement Cost: $276,000, Total Project Cost: $4,132,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: H2501727JDOTNBI, Location: 0.75 MI NW RT 290 (Lat: 42.371031, Lng: -71.596706), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 41,980 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 78,532 (year 2032), Design Load: H 20, Features Intersected: HWY RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.715, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $2,956,000, Roadway Improvement Cost: $296,000, Total Project Cost: $4,435,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: H2501727JDOTNBI, Location: 0.75 MI NW RT 290 (Lat: 42.371031, Lng: -71.596706), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 41,980 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 78,532 (year 2032), Design Load: H 20, Features Intersected: HWY RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.715, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $2,956,000, Roadway Improvement Cost: $296,000, Total Project Cost: $4,435,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: M06003A4VMUNNBI, Location: .2 MI NE OF NORTHBORO TL (Lat: 42.346536, Lng: -71.614572), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 5,288 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 4,106 (year 2033), Design Load: HS 25 or greater, Features Intersected: WATER ASSABET RIVER, Facility Carried by Structure: HWY ROBIN HLL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.8m (68.2ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,172,000, Roadway Improvement Cost: $118,000, Total Project Cost: $1,759,000 ( 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: M06003A4VMUNNBI, Location: .2 MI NE OF NORTHBORO TL (Lat: 42.346536, Lng: -71.614572), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 5,288 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 4,106 (year 2033), Design Load: HS 25 or greater, Features Intersected: WATER ASSABET RIVER, Facility Carried by Structure: HWY ROBIN HLL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.8m (68.2ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,172,000, Roadway Improvement Cost: $118,000, Total Project Cost: $1,759,000 ( 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: M06004B1LMUNNBI, Location: 100 FT. SE OF NTHBRO T.L. (Lat: 42.341653, Lng: -71.616225), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 1.93m (6.33ft), Average Daily Traffic: 4,660 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 6,949 (year 2031), Design Load: HS 25 or greater, Features Intersected: WATER ASSABET RIVER, Facility Carried by Structure: HWY BOUNDARY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,019,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,529,000 ( 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: M06004B1LMUNNBI, Location: 100 FT. SE OF NTHBRO T.L. (Lat: 42.341653, Lng: -71.616225), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 1.93m (6.33ft), Average Daily Traffic: 4,660 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 6,949 (year 2031), Design Load: HS 25 or greater, Features Intersected: WATER ASSABET RIVER, Facility Carried by Structure: HWY BOUNDARY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,019,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,529,000 ( 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: M06007281DOTNBI, Location: .1 MI N OF I-290 (Lat: 42.367114, Lng: -71.593578), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 4.22m (13.85ft), Average Daily Traffic: 52,571 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 78,965 (year 2032), Design Load: HS 20+Mod, Features Intersected: HWY DONALD LYNCH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.200, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.3m (66.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 45.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,889,000, Roadway Improvement Cost: $289,000, Total Project Cost: $4,334,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: M06007281DOTNBI, Location: .1 MI N OF I-290 (Lat: 42.367114, Lng: -71.593578), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 4.22m (13.85ft), Average Daily Traffic: 52,571 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 78,965 (year 2032), Design Load: HS 20+Mod, Features Intersected: HWY DONALD LYNCH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.200, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.3m (66.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 45.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,889,000, Roadway Improvement Cost: $289,000, Total Project Cost: $4,334,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: M06007282DOTNBI, Location: .1MI. N.W. OF I-290 (Lat: 42.366469, Lng: -71.593981), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 3.83m (12.57ft), Average Daily Traffic: 54,415 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 154,771 (year 2032), Design Load: H 20, Features Intersected: HWY DONALD LYNCH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.200, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.4m (60.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,620,000, Roadway Improvement Cost: $263,000, Total Project Cost: $3,931,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: M06007282DOTNBI, Location: .1MI. N.W. OF I-290 (Lat: 42.366469, Lng: -71.593981), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 3.83m (12.57ft), Average Daily Traffic: 54,415 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 154,771 (year 2032), Design Load: H 20, Features Intersected: HWY DONALD LYNCH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.200, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.4m (60.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,620,000, Roadway Improvement Cost: $263,000, Total Project Cost: $3,931,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: M06008217DOTNBI, Location: .6 MI S OF US-20 (Lat: 42.332811, Lng: -71.575358), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 13,272 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 4,738 (year 2032), Design Load: H 20, Features Intersected: I 495, Facility Carried by Structure: HWY FOREST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.1 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, Length Of Structure Improvement: 7.70m (25.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $4,598,000, Roadway Improvement Cost: $460,000, Total Project Cost: $6,898,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: M06008217DOTNBI, Location: .6 MI S OF US-20 (Lat: 42.332811, Lng: -71.575358), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 13,272 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 4,738 (year 2032), Design Load: H 20, Features Intersected: I 495, Facility Carried by Structure: HWY FOREST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.1 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, Length Of Structure Improvement: 7.70m (25.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $4,598,000, Roadway Improvement Cost: $460,000, Total Project Cost: $6,898,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: M060091L4DOTNBI, Location: 1.8 MI. E. OF NTHBORO TL. (Lat: 42.341108, Lng: -71.575278), Route carried "on" structure: State highway 20, Year Built: 1962, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 13,000 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 57,487 (year 2031), Design Load: H 20, Features Intersected: I 495
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 204.521, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.70m (28.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $5,127,000, Roadway Improvement Cost: $513,000, Total Project Cost: $7,691,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: M060091L4DOTNBI, Location: 1.8 MI. E. OF NTHBORO TL. (Lat: 42.341108, Lng: -71.575278), Route carried "on" structure: State highway 20, Year Built: 1962, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 13,000 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 57,487 (year 2031), Design Load: H 20, Features Intersected: I 495
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 204.521, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.70m (28.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $5,127,000, Roadway Improvement Cost: $513,000, Total Project Cost: $7,691,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: M060091L5DOTNBI, Location: 1.8 MI. E. OF NTHBORO TL. (Lat: 42.341228, Lng: -71.575275), Route carried "on" structure: State highway 20, Year Built: 1962, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 28,074 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 53,696 (year 2031), Design Load: H 20, Features Intersected: I 495
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 204.521, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.70m (28.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $5,127,000, Roadway Improvement Cost: $513,000, Total Project Cost: $7,691,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: M060091L5DOTNBI, Location: 1.8 MI. E. OF NTHBORO TL. (Lat: 42.341228, Lng: -71.575275), Route carried "on" structure: State highway 20, Year Built: 1962, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 28,074 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 53,696 (year 2031), Design Load: H 20, Features Intersected: I 495
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 204.521, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.70m (28.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $5,127,000, Roadway Improvement Cost: $513,000, Total Project Cost: $7,691,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: M06010298DOTNBI, Location: 0.5 MI N RT 20 (Lat: 42.347289, Lng: -71.575900), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 2.42m (7.94ft), Average Daily Traffic: 5,831 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 16,425 (year 2032), Design Load: H 20, Features Intersected: I 495 SB, Facility Carried by Structure: HWY ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Owner: State 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: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.9 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: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,493,000, Roadway Improvement Cost: $150,000, Total Project Cost: $2,240,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: M06010298DOTNBI, Location: 0.5 MI N RT 20 (Lat: 42.347289, Lng: -71.575900), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 2.42m (7.94ft), Average Daily Traffic: 5,831 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 16,425 (year 2032), Design Load: H 20, Features Intersected: I 495 SB, Facility Carried by Structure: HWY ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Owner: State 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: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.9 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: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,493,000, Roadway Improvement Cost: $150,000, Total Project Cost: $2,240,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: M06010299DOTNBI, Location: 0.5 MI N RT 20 (Lat: 42.347361, Lng: -71.575247), Route carried "on" structure: City street , Year Built: 1963, Status: Posted for load, Structure Length: 2.42m (7.94ft), Average Daily Traffic: 5,831 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 16,425 (year 2032), Design Load: H 20, Features Intersected: I 495 NB, Facility Carried by Structure: HWY ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Owner: State 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: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,493,000, Roadway Improvement Cost: $150,000, Total Project Cost: $2,240,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: M06010299DOTNBI, Location: 0.5 MI N RT 20 (Lat: 42.347361, Lng: -71.575247), Route carried "on" structure: City street , Year Built: 1963, Status: Posted for load, Structure Length: 2.42m (7.94ft), Average Daily Traffic: 5,831 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 16,425 (year 2032), Design Load: H 20, Features Intersected: I 495 NB, Facility Carried by Structure: HWY ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Owner: State 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: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,493,000, Roadway Improvement Cost: $150,000, Total Project Cost: $2,240,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: M0601227YDOTNBI, Location: .5 MI. S. OF I-290 (Lat: 42.358964, Lng: -71.585622), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 49,423 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 71,068 (year 2032), Design Load: HS 20+Mod, Features Intersected: HWY BERLIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.057, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,023,000, Roadway Improvement Cost: $303,000, Total Project Cost: $4,535,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: M0601227YDOTNBI, Location: .5 MI. S. OF I-290 (Lat: 42.358964, Lng: -71.585622), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 49,423 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 71,068 (year 2032), Design Load: HS 20+Mod, Features Intersected: HWY BERLIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.057, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,023,000, Roadway Improvement Cost: $303,000, Total Project Cost: $4,535,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: M06012280DOTNBI, Location: 0.5 MI S. I-290 (Lat: 42.359017, Lng: -71.586356), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 4.44m (14.57ft), Average Daily Traffic: 49,926 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 71,068 (year 2032), Design Load: HS 20+Mod, Features Intersected: HWY BERLIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.057, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,023,000, Roadway Improvement Cost: $303,000, Total Project Cost: $4,535,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: M06012280DOTNBI, Location: 0.5 MI S. I-290 (Lat: 42.359017, Lng: -71.586356), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 4.44m (14.57ft), Average Daily Traffic: 49,926 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 71,068 (year 2032), Design Load: HS 20+Mod, Features Intersected: HWY BERLIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.057, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,023,000, Roadway Improvement Cost: $303,000, Total Project Cost: $4,535,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: M060141TUDOTNBI, Location: .5 MI E. OF SOLOMON PD RD (Lat: 42.352497, Lng: -71.613964), Route carried "on" structure: Interstate 290, Year Built: 1968, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 77,642 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 114,700 (year 2032), Design Load: HS 20, Features Intersected: WATER ASSABET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.226, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: June 2021, Underwater Inspection Date: June 2019
Structure Number: M060141TUDOTNBI, Location: .5 MI E. OF SOLOMON PD RD (Lat: 42.352497, Lng: -71.613964), Route carried "on" structure: Interstate 290, Year Built: 1968, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 77,642 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 114,700 (year 2032), Design Load: HS 20, Features Intersected: WATER ASSABET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.226, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: June 2021, Underwater Inspection Date: June 2019
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Structure Number: M060151TVDOTNBI, Location: .1 MI W. OF I-495 (Lat: 42.361006, Lng: -71.596811), Route carried "on" structure: Interstate 290, Year Built: 1968, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 41,363 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 63,172 (year 2032), Design Load: HS 20, Features Intersected: HWY BIGELOW ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.832, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,613,000, Roadway Improvement Cost: $162,000, Total Project Cost: $2,420,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: M060151TVDOTNBI, Location: .1 MI W. OF I-495 (Lat: 42.361006, Lng: -71.596811), Route carried "on" structure: Interstate 290, Year Built: 1968, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 41,363 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 63,172 (year 2032), Design Load: HS 20, Features Intersected: HWY BIGELOW ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.832, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,613,000, Roadway Improvement Cost: $162,000, Total Project Cost: $2,420,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: M060151TWDOTNBI, Location: .1 MI W OF I-495 (Lat: 42.361342, Lng: -71.597050), Route carried "on" structure: Interstate 290, Year Built: 1968, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 40,754 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 63,172 (year 2032), Design Load: HS 20, Features Intersected: HWY BIGELOW ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.832, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,613,000, Roadway Improvement Cost: $162,000, Total Project Cost: $2,420,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: M060151TWDOTNBI, Location: .1 MI W OF I-495 (Lat: 42.361342, Lng: -71.597050), Route carried "on" structure: Interstate 290, Year Built: 1968, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 40,754 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 63,172 (year 2032), Design Load: HS 20, Features Intersected: HWY BIGELOW ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.832, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,613,000, Roadway Improvement Cost: $162,000, Total Project Cost: $2,420,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: M060161TXDOTNBI, Location: 2 MILES NORTH OF ROUTE 20 (Lat: 42.362733, Lng: -71.590036), Route carried "on" structure: Interstate 290, Year Built: 1968, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 23,706 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 63,172 (year 2032), Design Load: H 20, Features Intersected: I 495
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.701, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Steel, 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: 16.3m (53.5ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.30m (27.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $5,804,000, Roadway Improvement Cost: $581,000, Total Project Cost: $8,707,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: M060161TXDOTNBI, Location: 2 MILES NORTH OF ROUTE 20 (Lat: 42.362733, Lng: -71.590036), Route carried "on" structure: Interstate 290, Year Built: 1968, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 23,706 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 63,172 (year 2032), Design Load: H 20, Features Intersected: I 495
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.701, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Steel, 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: 16.3m (53.5ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.30m (27.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $5,804,000, Roadway Improvement Cost: $581,000, Total Project Cost: $8,707,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: M060161TYDOTNBI, Location: 2 MILES NORTH OF ROUTE 20 (Lat: 42.363075, Lng: -71.590392), Route carried "on" structure: Interstate 290, Year Built: 1968, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 8,245 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 113,710 (year 2032), Design Load: HS 20+Mod, Features Intersected: I 495
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.701, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.3m (53.5ft), Skew: 2 degrees, Material/Design: Steel, 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: 0.0m, Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.30m (27.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $5,771,000, Roadway Improvement Cost: $578,000, Total Project Cost: $8,657,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: M060161TYDOTNBI, Location: 2 MILES NORTH OF ROUTE 20 (Lat: 42.363075, Lng: -71.590392), Route carried "on" structure: Interstate 290, Year Built: 1968, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 8,245 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 113,710 (year 2032), Design Load: HS 20+Mod, Features Intersected: I 495
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.701, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.3m (53.5ft), Skew: 2 degrees, Material/Design: Steel, 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: 0.0m, Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.30m (27.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $5,771,000, Roadway Improvement Cost: $578,000, Total Project Cost: $8,657,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: M0601828VDOTNBI, Location: 1 MI E RT 495 (Lat: 42.369417, Lng: -71.576242), Route carried "on" structure: State highway 290, Year Built: 1978, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 18,574 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 41,378 (year 2032), Design Load: HS 20+Mod, Features Intersected: HWY PLEASANT ST, Facility Carried by Structure: HWY 85 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,584,000, Roadway Improvement Cost: $159,000, Total Project Cost: $2,377,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: M0601828VDOTNBI, Location: 1 MI E RT 495 (Lat: 42.369417, Lng: -71.576242), Route carried "on" structure: State highway 290, Year Built: 1978, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 18,574 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 41,378 (year 2032), Design Load: HS 20+Mod, Features Intersected: HWY PLEASANT ST, Facility Carried by Structure: HWY 85 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,584,000, Roadway Improvement Cost: $159,000, Total Project Cost: $2,377,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: M0601927EDOTNBI, Location: .2 MILES EAST OF 495 (Lat: 42.364300, Lng: -71.586308), Route carried "on" structure: Ramp Interstate 290, Year Built: 1978, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 16,953 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 67,120 (year 2032), Design Load: HS 20+Mod, Features Intersected: HWY 85 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, 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: 1, Length of Maximum Span: 24.6m (80.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,072,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,609,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up
Structure Number: M0601927EDOTNBI, Location: .2 MILES EAST OF 495 (Lat: 42.364300, Lng: -71.586308), Route carried "on" structure: Ramp Interstate 290, Year Built: 1978, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 16,953 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 67,120 (year 2032), Design Load: HS 20+Mod, Features Intersected: HWY 85 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, 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: 1, Length of Maximum Span: 24.6m (80.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,072,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,609,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up
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Structure Number: M06021AM0DOTNBI, Location: .6 MI N OF SOUTHBORO TL (Lat: 42.322325, Lng: -71.571953), Route carried "on" structure: Ramp Interstate 495, Year Built: 2000, Status: Open, Structure Length: 22.01m (72.21ft), Average Daily Traffic: 3,427 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 15,793 (year 2032), Design Load: HS 20, Features Intersected: I 495 & RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 22.10m (72.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,501,000, Roadway Improvement Cost: $251,000, Total Project Cost: $3,752,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: M06021AM0DOTNBI, Location: .6 MI N OF SOUTHBORO TL (Lat: 42.322325, Lng: -71.571953), Route carried "on" structure: Ramp Interstate 495, Year Built: 2000, Status: Open, Structure Length: 22.01m (72.21ft), Average Daily Traffic: 3,427 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 15,793 (year 2032), Design Load: HS 20, Features Intersected: I 495 & RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 22.10m (72.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,501,000, Roadway Improvement Cost: $251,000, Total Project Cost: $3,752,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: M06022AM2DOTNBI, Location: .5 MI N OF SOUTHBORO T.L. (Lat: 42.320489, Lng: -71.570906), Route carried "on" structure: Ramp Interstate 495, Year Built: 2000, Status: Open, Structure Length: 17.59m (57.71ft), Average Daily Traffic: 3,267 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 15,793 (year 2032), Design Load: HS 20, Features Intersected: I 495 & RAMP D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 48.5m (159.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 17.60m (57.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,992,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,989,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: M06022AM2DOTNBI, Location: .5 MI N OF SOUTHBORO T.L. (Lat: 42.320489, Lng: -71.570906), Route carried "on" structure: Ramp Interstate 495, Year Built: 2000, Status: Open, Structure Length: 17.59m (57.71ft), Average Daily Traffic: 3,267 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 15,793 (year 2032), Design Load: HS 20, Features Intersected: I 495 & RAMP D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 48.5m (159.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 17.60m (57.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,992,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,989,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: M06023AX4MUNNBI, Location: ENTRANCE TO SOL POND MALL (Lat: 42.353272, Lng: -71.615686), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 30,000 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 47,379 (year 2031), Design Load: HS 20, Features Intersected: WATER ASSABET RIVER, Facility Carried by Structure: HWY DONALD LYNCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.856, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,415,000, Roadway Improvement Cost: $142,000, Total Project Cost: $2,123,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: M06023AX4MUNNBI, Location: ENTRANCE TO SOL POND MALL (Lat: 42.353272, Lng: -71.615686), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 30,000 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 47,379 (year 2031), Design Load: HS 20, Features Intersected: WATER ASSABET RIVER, Facility Carried by Structure: HWY DONALD LYNCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.856, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,415,000, Roadway Improvement Cost: $142,000, Total Project Cost: $2,123,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: N2000622CDOT634, Location: .5 MI S OF SOLOMN PD RD (Lat: 42.349675, Lng: -71.635581), Route carried "on" structure: City street , Year Built: 1986, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,619 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,485 (year 2032), Design Load: HS 15, Features Intersected: RR CSX, Facility Carried by Structure: HWY WHITNEY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Satisfactory, Operating Rating: 13.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: September 2021, Other Special Inspection Date: March 2022, Bridge Improvement Cost: $2,166,000, Roadway Improvement Cost: $217,000, Total Project Cost: $3,250,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: N2000622CDOT634, Location: .5 MI S OF SOLOMN PD RD (Lat: 42.349675, Lng: -71.635581), Route carried "on" structure: City street , Year Built: 1986, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,619 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,485 (year 2032), Design Load: HS 15, Features Intersected: RR CSX, Facility Carried by Structure: HWY WHITNEY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Satisfactory, Operating Rating: 13.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: September 2021, Other Special Inspection Date: March 2022, Bridge Improvement Cost: $2,166,000, Roadway Improvement Cost: $217,000, Total Project Cost: $3,250,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: N200251R8DOTNBI, Location: MM 17.3 (Lat: 42.343089, Lng: -71.637347), Route carried "on" structure: Interstate 290, Year Built: 1968, Status: Open, Structure Length: 5.37m (17.62ft), Average Daily Traffic: 42,023 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 63,172 (year 2031), Design Load: H 20, Features Intersected: COMB MDC AQUEDUCT & CSX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.841, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.0m (108.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 57.5 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $3,632,000, Roadway Improvement Cost: $364,000, Total Project Cost: $5,449,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: N200251R8DOTNBI, Location: MM 17.3 (Lat: 42.343089, Lng: -71.637347), Route carried "on" structure: Interstate 290, Year Built: 1968, Status: Open, Structure Length: 5.37m (17.62ft), Average Daily Traffic: 42,023 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 63,172 (year 2031), Design Load: H 20, Features Intersected: COMB MDC AQUEDUCT & CSX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.841, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.0m (108.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 57.5 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $3,632,000, Roadway Improvement Cost: $364,000, Total Project Cost: $5,449,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: N2002720EDOTNBI, Location: .01 MI. W. OF MARLBORO TL (Lat: 42.346533, Lng: -71.624308), Route carried "on" structure: City street , Year Built: 1968, Year Reconstructed: 1996, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 8,305 (year 2001), Truck Traffic: 15%, Average Future Daily Traffic: 28,427 (year 2031), Design Load: HS 20, Features Intersected: I 290, Facility Carried by Structure: HWY SLMN PND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 48.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.20m (30.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $7,481,000, Roadway Improvement Cost: $749,000, Total Project Cost: $11,222,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: N2002720EDOTNBI, Location: .01 MI. W. OF MARLBORO TL (Lat: 42.346533, Lng: -71.624308), Route carried "on" structure: City street , Year Built: 1968, Year Reconstructed: 1996, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 8,305 (year 2001), Truck Traffic: 15%, Average Future Daily Traffic: 28,427 (year 2031), Design Load: HS 20, Features Intersected: I 290, Facility Carried by Structure: HWY SLMN PND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 48.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.20m (30.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $7,481,000, Roadway Improvement Cost: $749,000, Total Project Cost: $11,222,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: W240261M3DOTNBI, Location: .5 MI. W OF I-495 (Lat: 42.288531, Lng: -71.585733), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 7,742 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 30,007 (year 2031), Design Load: H 20, Features Intersected: ST 9 TURNPIKE RD, Facility Carried by Structure: HWY CONNECTOR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,613,000, Roadway Improvement Cost: $262,000, Total Project Cost: $3,920,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: W240261M3DOTNBI, Location: .5 MI. W OF I-495 (Lat: 42.288531, Lng: -71.585733), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 7,742 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 30,007 (year 2031), Design Load: H 20, Features Intersected: ST 9 TURNPIKE RD, Facility Carried by Structure: HWY CONNECTOR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,613,000, Roadway Improvement Cost: $262,000, Total Project Cost: $3,920,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: M06008217DOTNBI, Location: FOREST ST/I-495 (Lat: 42.333333, Lng: -71.583333), Route carried "under" structure: Interstate 495, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 27,000 (year 0000), Features Intersected: I 495 NB, Facility Carried by Structure: HWY FOREST ST
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: M06008217DOTNBI, Location: FOREST ST/I-495 (Lat: 42.333333, Lng: -71.583333), Route carried "under" structure: Interstate 495, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 27,000 (year 0000), Features Intersected: I 495 NB, Facility Carried by Structure: HWY FOREST ST
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
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Structure Number: M06008217DOTNBI, Location: FOREST ST/I-495 (Lat: 42.333333, Lng: -71.583333), Route carried "under" structure: Interstate 495, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 27,000 (year 0000), Features Intersected: I 495 SB, Facility Carried by Structure: HWY FOREST ST
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: M06008217DOTNBI, Location: FOREST ST/I-495 (Lat: 42.333333, Lng: -71.583333), Route carried "under" structure: Interstate 495, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 27,000 (year 0000), Features Intersected: I 495 SB, Facility Carried by Structure: HWY FOREST ST
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
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Structure Number: M060091L4DOTNBI, Location: US 20 EB/I-495 (Lat: 42.350000, Lng: -71.583333), Route carried "under" structure: Interstate 495, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 27,000 (year 0000), Features Intersected: I 495 NB, Facility Carried by Structure: US 20
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: M060091L4DOTNBI, Location: US 20 EB/I-495 (Lat: 42.350000, Lng: -71.583333), Route carried "under" structure: Interstate 495, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 27,000 (year 0000), Features Intersected: I 495 NB, Facility Carried by Structure: US 20
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: M060091L4DOTNBI, Location: US 20 EB/I-495 (Lat: 42.350000, Lng: -71.583333), Route carried "under" structure: Interstate 495, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 27,000 (year 0000), Features Intersected: I 495 SB, Facility Carried by Structure: US 20
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: M060091L4DOTNBI, Location: US 20 EB/I-495 (Lat: 42.350000, Lng: -71.583333), Route carried "under" structure: Interstate 495, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 27,000 (year 0000), Features Intersected: I 495 SB, Facility Carried by Structure: US 20
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: M06010298DOTNBI, Location: 000063 STATUTORY (Lat: 42.350000, Lng: -71.583333), Route carried "under" structure: Interstate 495, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 43,700 (year 0000), Features Intersected: I 495 NB, Facility Carried by Structure: HWY ELM ST
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: M06010298DOTNBI, Location: 000063 STATUTORY (Lat: 42.350000, Lng: -71.583333), Route carried "under" structure: Interstate 495, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 43,700 (year 0000), Features Intersected: I 495 NB, Facility Carried by Structure: HWY ELM ST
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
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Structure Number: M06010299DOTNBI, Location: 000063 STATUTORY (Lat: 42.350000, Lng: -71.583333), Route carried "under" structure: Interstate 495, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 43,700 (year 0000), Features Intersected: I 495 SB, Facility Carried by Structure: HWY ELM ST
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: M06010299DOTNBI, Location: 000063 STATUTORY (Lat: 42.350000, Lng: -71.583333), Route carried "under" structure: Interstate 495, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 43,700 (year 0000), Features Intersected: I 495 SB, Facility Carried by Structure: HWY ELM ST
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
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Structure Number: N2002720EDOTNBI, Location: SOLOMON PND RD/I-290 (Lat: 42.350000, Lng: -71.633333), Route carried "under" structure: Interstate 290, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 16,000 (year 0000), Features Intersected: I 290 EB, Facility Carried by Structure: HWY SLMN PND RD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)
Structure Number: N2002720EDOTNBI, Location: SOLOMON PND RD/I-290 (Lat: 42.350000, Lng: -71.633333), Route carried "under" structure: Interstate 290, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 16,000 (year 0000), Features Intersected: I 290 EB, Facility Carried by Structure: HWY SLMN PND RD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)
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Structure Number: N2002720EDOTNBI, Location: SOLOMON PND RD/I-290 (Lat: 42.350000, Lng: -71.633333), Route carried "under" structure: Interstate 290, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 16,000 (year 0000), Features Intersected: I 290 WB, Facility Carried by Structure: HWY SLMN PND RD
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: N2002720EDOTNBI, Location: SOLOMON PND RD/I-290 (Lat: 42.350000, Lng: -71.633333), Route carried "under" structure: Interstate 290, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 16,000 (year 0000), Features Intersected: I 290 WB, Facility Carried by Structure: HWY SLMN PND RD
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)