Bridge Statistics for Southborough, Massachusetts (MA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 184ft / 55.7mTotal length
- $38,653,000Total costs
- 497,997Total average daily traffic
- 36,634Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Southborough
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 21900-1909
- 41930-1939
- 41950-1959
- 71960-1969
- 11990-1999
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 31990-1999
- 22000-2009
- Bridge Condition - Deck
- 11.1%Excellent
- 27.8%Very good
- 11.1%Good
- 27.8%Satisfactory
- 22.2%Fair
- Bridge Condition - Superstructure
- 5.3%Excellent
- 26.3%Very good
- 15.8%Good
- 21.1%Satisfactory
- 31.6%Fair
- Bridge Condition - Substructure
- 10.5%Excellent
- 26.3%Very good
- 31.6%Good
- 26.3%Satisfactory
- 5.3%Fair
- Bridge Condition - Channel
- 50.0%Very good
- 50.0%Good
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Structure Number: S2000423HDOT634, Location: .7 MI. NRTH. OF RTE.9 (Lat: 42.301867, Lng: -71.516822), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 1995, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,312 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 2,053 (year 2032), Design Load: HS 20, Features Intersected: RR CSX, Facility Carried by Structure: HWY WHITE BGLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 66.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $748,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,123,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S2000423HDOT634, Location: .7 MI. NRTH. OF RTE.9 (Lat: 42.301867, Lng: -71.516822), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 1995, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,312 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 2,053 (year 2032), Design Load: HS 20, Features Intersected: RR CSX, Facility Carried by Structure: HWY WHITE BGLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 66.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $748,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,123,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: S2000523JDOT634, Location: 0.9 MI NORTH OF RT 30 (Lat: 42.318919, Lng: -71.530317), Route carried "on" structure: State highway 85, Year Built: 1994, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 7,800 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 12,319 (year 2031), Design Load: HS 20, Features Intersected: RR CSX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.923, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.1m (75.8ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $283,000, Roadway Improvement Cost: $29,000, Total Project Cost: $425,000 ( 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: S2000523JDOT634, Location: 0.9 MI NORTH OF RT 30 (Lat: 42.318919, Lng: -71.530317), Route carried "on" structure: State highway 85, Year Built: 1994, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 7,800 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 12,319 (year 2031), Design Load: HS 20, Features Intersected: RR CSX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.923, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.1m (75.8ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $283,000, Roadway Improvement Cost: $29,000, Total Project Cost: $425,000 ( 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: S2000623KDOT634, Location: .1MI. E. OF I 495 (Lat: 42.314503, Lng: -71.563342), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 2009, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 6,000 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 9,476 (year 2032), Design Load: HS 25 or greater, Features Intersected: RR CSX, Facility Carried by Structure: HWY NORTHBORO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 74.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,252,000, Roadway Improvement Cost: $126,000, Total Project Cost: $1,879,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: S2000623KDOT634, Location: .1MI. E. OF I 495 (Lat: 42.314503, Lng: -71.563342), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 2009, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 6,000 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 9,476 (year 2032), Design Load: HS 25 or greater, Features Intersected: RR CSX, Facility Carried by Structure: HWY NORTHBORO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 74.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,252,000, Roadway Improvement Cost: $126,000, Total Project Cost: $1,879,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: S2001423LDOT634, Location: .6 MI W OF ST-85 (Lat: 42.266114, Lng: -71.535600), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 2014, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 700 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 1,106 (year 2032), Design Load: HS 20, Features Intersected: RR MBTA/CSX, Facility Carried by Structure: HWY BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: S2001423LDOT634, Location: .6 MI W OF ST-85 (Lat: 42.266114, Lng: -71.535600), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 2014, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 700 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 1,106 (year 2032), Design Load: HS 20, Features Intersected: RR MBTA/CSX, Facility Carried by Structure: HWY BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: S20015207DOTNBI, Location: 2 MILES EAST OF I-495 (Lat: 42.291614, Lng: -71.526631), Route carried "on" structure: State highway 85, Year Built: 1930, Year Reconstructed: 1989, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 11,800 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 18,636 (year 2032), Design Load: H 20, Features Intersected: ST 9 TURNPIKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.817, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,933,000, Roadway Improvement Cost: $194,000, Total Project Cost: $2,900,000 ( 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: S20015207DOTNBI, Location: 2 MILES EAST OF I-495 (Lat: 42.291614, Lng: -71.526631), Route carried "on" structure: State highway 85, Year Built: 1930, Year Reconstructed: 1989, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 11,800 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 18,636 (year 2032), Design Load: H 20, Features Intersected: ST 9 TURNPIKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.817, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,933,000, Roadway Improvement Cost: $194,000, Total Project Cost: $2,900,000 ( 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: S200164D0DOTNBI, Location: 600 FT E OF FRAMINGHAM RD (Lat: 42.303350, Lng: -71.512761), Route carried "on" structure: State highway 30, Year Built: 1895, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 16,420 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 23,690 (year 2032), Features Intersected: WATER SUDBURY RESERVOIR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Good, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2021, Underwater Inspection Date: November 2021, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $29,000, Total Project Cost: $421,000 ( Estimate for 2022)
Structure Number: S200164D0DOTNBI, Location: 600 FT E OF FRAMINGHAM RD (Lat: 42.303350, Lng: -71.512761), Route carried "on" structure: State highway 30, Year Built: 1895, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 16,420 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 23,690 (year 2032), Features Intersected: WATER SUDBURY RESERVOIR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Good, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2021, Underwater Inspection Date: November 2021, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $29,000, Total Project Cost: $421,000 ( Estimate for 2022)
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Structure Number: S200171U7DOTNBI, Location: 1.25 MILES NO OF ST. 9 (Lat: 42.307175, Lng: -71.565364), Route carried "on" structure: Interstate 495, Year Built: 1962, Status: Open, Structure Length: 3.53m (11.58ft), Average Daily Traffic: 4,863 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 78,965 (year 2032), Design Load: HS 20+Mod, Features Intersected: ST 30 MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.910, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.3m (50.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.3m (53.5ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.3 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: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,291,000, Roadway Improvement Cost: $230,000, Total Project Cost: $3,437,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: S200171U7DOTNBI, Location: 1.25 MILES NO OF ST. 9 (Lat: 42.307175, Lng: -71.565364), Route carried "on" structure: Interstate 495, Year Built: 1962, Status: Open, Structure Length: 3.53m (11.58ft), Average Daily Traffic: 4,863 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 78,965 (year 2032), Design Load: HS 20+Mod, Features Intersected: ST 30 MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.910, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.3m (50.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.3m (53.5ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.3 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: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,291,000, Roadway Improvement Cost: $230,000, Total Project Cost: $3,437,000 ( 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: S200171U8DOTNBI, Location: 1.25 MILES NO. OF STATE 9 (Lat: 42.307117, Lng: -71.565906), Route carried "on" structure: Interstate 495, Year Built: 1962, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 3,351 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 78,965 (year 2032), Design Load: HS 20+Mod, Features Intersected: ST 30 MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.910, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.3m (50.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 38.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.2 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: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,235,000, Roadway Improvement Cost: $224,000, Total Project Cost: $3,353,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: S200171U8DOTNBI, Location: 1.25 MILES NO. OF STATE 9 (Lat: 42.307117, Lng: -71.565906), Route carried "on" structure: Interstate 495, Year Built: 1962, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 3,351 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 78,965 (year 2032), Design Load: HS 20+Mod, Features Intersected: ST 30 MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.910, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.3m (50.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 38.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.2 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: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,235,000, Roadway Improvement Cost: $224,000, Total Project Cost: $3,353,000 ( 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: S200181U9DOTNBI, Location: 1.5 MI. NORTH OF ST-9 (Lat: 42.313508, Lng: -71.567733), Route carried "on" structure: Interstate 495, Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 49,209 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 78,965 (year 2031), Design Load: H 20, Features Intersected: COMB MDC AQUEDUCT & CSX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.618, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.80m (32.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $6,583,000, Roadway Improvement Cost: $659,000, Total Project Cost: $9,875,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: S200181U9DOTNBI, Location: 1.5 MI. NORTH OF ST-9 (Lat: 42.313508, Lng: -71.567733), Route carried "on" structure: Interstate 495, Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 49,209 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 78,965 (year 2031), Design Load: H 20, Features Intersected: COMB MDC AQUEDUCT & CSX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.618, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.80m (32.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $6,583,000, Roadway Improvement Cost: $659,000, Total Project Cost: $9,875,000 ( 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: S200181UADOTNBI, Location: 1.5 MI. N. OF ST-9 (Lat: 42.313397, Lng: -71.568250), Route carried "on" structure: Interstate 495, Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 47,287 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 78,965 (year 2031), Design Load: H 20, Features Intersected: COMB MDC AQUEDUCT & CSX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.618, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.3m (50.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.10m (33.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $6,467,000, Roadway Improvement Cost: $647,000, Total Project Cost: $9,701,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: S200181UADOTNBI, Location: 1.5 MI. N. OF ST-9 (Lat: 42.313397, Lng: -71.568250), Route carried "on" structure: Interstate 495, Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 47,287 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 78,965 (year 2031), Design Load: H 20, Features Intersected: COMB MDC AQUEDUCT & CSX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.618, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.3m (50.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.10m (33.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $6,467,000, Roadway Improvement Cost: $647,000, Total Project Cost: $9,701,000 ( 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: S200191UBDOTNBI, Location: .5 MI. N. OF MAIN ST (Lat: 42.315058, Lng: -71.568394), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 49,681 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 78,965 (year 2032), Design Load: H 20, Features Intersected: HWY NORTHBORO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.843, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,087,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,631,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: S200191UBDOTNBI, Location: .5 MI. N. OF MAIN ST (Lat: 42.315058, Lng: -71.568394), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 49,681 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 78,965 (year 2032), Design Load: H 20, Features Intersected: HWY NORTHBORO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.843, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,087,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,631,000 ( 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: S200191UCDOTNBI, Location: .5 MI. N. OF MAIN ST (Lat: 42.314944, Lng: -71.568894), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 36,879 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 78,965 (year 2032), Design Load: H 20, Features Intersected: HWY NORTHBORO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.843, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 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: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,164,000, Roadway Improvement Cost: $217,000, Total Project Cost: $3,247,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: S200191UCDOTNBI, Location: .5 MI. N. OF MAIN ST (Lat: 42.314944, Lng: -71.568894), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 36,879 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 78,965 (year 2032), Design Load: H 20, Features Intersected: HWY NORTHBORO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.843, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 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: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,164,000, Roadway Improvement Cost: $217,000, Total Project Cost: $3,247,000 ( 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: S200201YTDOTNBI, Location: .2 MI. E. OF I-495 (Lat: 42.307406, Lng: -71.558608), Route carried "on" structure: State highway 30, Year Built: 1962, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,814 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 14,214 (year 2031), Design Load: H 20, Features Intersected: WATER WACH AQUEDUCT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.415, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: November 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $440,000, Roadway Improvement Cost: $45,000, Total Project Cost: $661,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: S200201YTDOTNBI, Location: .2 MI. E. OF I-495 (Lat: 42.307406, Lng: -71.558608), Route carried "on" structure: State highway 30, Year Built: 1962, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,814 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 14,214 (year 2031), Design Load: H 20, Features Intersected: WATER WACH AQUEDUCT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.415, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: November 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $440,000, Roadway Improvement Cost: $45,000, Total Project Cost: $661,000 ( 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: S200224NRDOTNBI, Location: I-90 MM 108.1 (Lat: 42.275267, Lng: -71.535892), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 2021, Status: Open, Structure Length: 1.38m (4.53ft), Average Daily Traffic: 35,799 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 108,000 (year 2032), Design Load: HL 93, Features Intersected: HWY PARKERVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 173.965, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S200224NRDOTNBI, Location: I-90 MM 108.1 (Lat: 42.275267, Lng: -71.535892), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 2021, Status: Open, Structure Length: 1.38m (4.53ft), Average Daily Traffic: 35,799 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 108,000 (year 2032), Design Load: HL 93, Features Intersected: HWY PARKERVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 173.965, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, 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: S200224NTDOTNBI, Location: I-90 MM 108.1 (Lat: 42.275467, Lng: -71.535867), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 2021, Status: Open, Structure Length: 1.38m (4.53ft), Average Daily Traffic: 34,828 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 108,000 (year 2032), Design Load: HL 93, Features Intersected: HWY PARKERVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 173.965, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S200224NTDOTNBI, Location: I-90 MM 108.1 (Lat: 42.275467, Lng: -71.535867), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 2021, Status: Open, Structure Length: 1.38m (4.53ft), Average Daily Traffic: 34,828 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 108,000 (year 2032), Design Load: HL 93, Features Intersected: HWY PARKERVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 173.965, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, 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: S20023C84DOTNBI, Location: I-90 MM 108.7 (Lat: 42.278161, Lng: -71.525200), Route carried "on" structure: Interstate 90, Year Built: 2021, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 34,828 (year 2020), Truck Traffic: 10%, Design Load: HL 93, Features Intersected: ST 85 CORDAVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.931, Lanes on structure: 3, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.5m (70.5ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S20023C84DOTNBI, Location: I-90 MM 108.7 (Lat: 42.278161, Lng: -71.525200), Route carried "on" structure: Interstate 90, Year Built: 2021, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 34,828 (year 2020), Truck Traffic: 10%, Design Load: HL 93, Features Intersected: ST 85 CORDAVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.931, Lanes on structure: 3, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.5m (70.5ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, 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: S20023C85DOTNBI, Location: AT MM 108.7 (Lat: 42.277964, Lng: -71.525192), Route carried "on" structure: Interstate 90, Year Built: 2021, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 35,799 (year 2020), Truck Traffic: 10%, Design Load: HL 93, Features Intersected: ST 85 CORDAVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.931, Lanes on structure: 4, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.2m (66.3ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S20023C85DOTNBI, Location: AT MM 108.7 (Lat: 42.277964, Lng: -71.525192), Route carried "on" structure: Interstate 90, Year Built: 2021, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 35,799 (year 2020), Truck Traffic: 10%, Design Load: HL 93, Features Intersected: ST 85 CORDAVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.931, Lanes on structure: 4, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.2m (66.3ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, 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: S200244NMDOTNBI, Location: I-90 MM 109.3 (Lat: 42.280586, Lng: -71.514778), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 2021, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 35,799 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 148,748 (year 2031), Design Load: HL 93, Features Intersected: HWY WOODLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 175.896, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.8m (35.4ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S200244NMDOTNBI, Location: I-90 MM 109.3 (Lat: 42.280586, Lng: -71.514778), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 2021, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 35,799 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 148,748 (year 2031), Design Load: HL 93, Features Intersected: HWY WOODLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 175.896, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.8m (35.4ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, 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: S200244NNDOTNBI, Location: .6 MI. E. OF ST-85 (Lat: 42.280753, Lng: -71.514836), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 2021, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 34,828 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 148,748 (year 2031), Design Load: HL 93, Features Intersected: HWY WOODLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 175.896, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.8m (35.4ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S200244NNDOTNBI, Location: .6 MI. E. OF ST-85 (Lat: 42.280753, Lng: -71.514836), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 2021, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 34,828 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 148,748 (year 2031), Design Load: HL 93, Features Intersected: HWY WOODLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 175.896, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.8m (35.4ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, 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: S20015207DOTNBI, Location: ST 85/ST 9 (Lat: 42.300000, Lng: -71.533333), Route carried "under" structure: State highway 9, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 38,000 (year 0000), Features Intersected: ST 9 WB, Facility Carried by Structure: ST 85 CRDVILLE RD
Minimum Vertical Clearance: 4.19m (13.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: S20015207DOTNBI, Location: ST 85/ST 9 (Lat: 42.300000, Lng: -71.533333), Route carried "under" structure: State highway 9, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 38,000 (year 0000), Features Intersected: ST 9 WB, Facility Carried by Structure: ST 85 CRDVILLE RD
Minimum Vertical Clearance: 4.19m (13.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: S20015207DOTNBI, Location: ST 85/ST 9 (Lat: 42.300000, Lng: -71.533333), Route carried "under" structure: State highway 9, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 6,000 (year 0000), Features Intersected: ST 9 EB, Facility Carried by Structure: ST 85 CRDVILLE RD
Minimum Vertical Clearance: 4.19m (13.75ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: S20015207DOTNBI, Location: ST 85/ST 9 (Lat: 42.300000, Lng: -71.533333), Route carried "under" structure: State highway 9, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 6,000 (year 0000), Features Intersected: ST 9 EB, Facility Carried by Structure: ST 85 CRDVILLE RD
Minimum Vertical Clearance: 4.19m (13.75ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)