Bridge Statistics for Weymouth, Massachusetts (MA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 174ft / 53.3mTotal length
- $35,817,000Total costs
- 704,458Total average daily traffic
- 69,199Total average daily truck traffic
- 1,145,151Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Weymouth
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 101950-1959
- 11960-1969
- 11990-1999
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 21970-1979
- 21980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 45.5%Good
- 54.5%Satisfactory
- Bridge Condition - Superstructure
- 9.1%Very good
- 18.2%Good
- 72.7%Satisfactory
- Bridge Condition - Substructure
- 45.5%Good
- 36.4%Satisfactory
- 18.2%Fair
- Bridge Condition - Channel
- 50.0%Good
- 33.3%Satisfactory
- 16.7%Fair
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Structure Number: H1500247KDOTNBI, Location: AT HINGHAM WEYMOUTH TL (Lat: 42.247061, Lng: -70.931169), Route carried "on" structure: Alternate State highway 3A, Year Built: 1943, Year Reconstructed: 2005, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 36,300 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 57,329 (year 2031), Design Load: HS 20, Features Intersected: WATER BACK RIVER, Facility Carried by Structure: ST 3 A/LINCOLN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.090, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 10.9m (35.8ft), Horizontal Clearance: 21.3m (69.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.7 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.30m (37.07ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: April 2021, Bridge Improvement Cost: $8,434,000, Roadway Improvement Cost: $844,000, Total Project Cost: $12,652,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: H1500247KDOTNBI, Location: AT HINGHAM WEYMOUTH TL (Lat: 42.247061, Lng: -70.931169), Route carried "on" structure: Alternate State highway 3A, Year Built: 1943, Year Reconstructed: 2005, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 36,300 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 57,329 (year 2031), Design Load: HS 20, Features Intersected: WATER BACK RIVER, Facility Carried by Structure: ST 3 A/LINCOLN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.090, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 10.9m (35.8ft), Horizontal Clearance: 21.3m (69.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.7 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.30m (37.07ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: April 2021, Bridge Improvement Cost: $8,434,000, Roadway Improvement Cost: $844,000, Total Project Cost: $12,652,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: W320069PVDOT634, Location: .32 KM NW COMMERCIAL ST. (Lat: 42.228522, Lng: -70.955253), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 2,200 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 3,474 (year 2032), Design Load: HS 20, Features Intersected: RR MBTA, Facility Carried by Structure: HWY IDLEWELL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,504,000, Roadway Improvement Cost: $151,000, Total Project Cost: $2,257,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: W320069PVDOT634, Location: .32 KM NW COMMERCIAL ST. (Lat: 42.228522, Lng: -70.955253), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 2,200 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 3,474 (year 2032), Design Load: HS 20, Features Intersected: RR MBTA, Facility Carried by Structure: HWY IDLEWELL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,504,000, Roadway Improvement Cost: $151,000, Total Project Cost: $2,257,000 ( 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: W32009AFBDOT634, Location: 0.97 KM E OF ST18 (Lat: 42.178778, Lng: -70.966206), Route carried "on" structure: Other road , Year Built: 2003, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 21,700 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 36,324 (year 2031), Design Load: HS 20, Features Intersected: RR MBTA, Facility Carried by Structure: HWY COLUMBIAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.5m (57.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $457,000, Roadway Improvement Cost: $46,000, Total Project Cost: $686,000 ( 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: W32009AFBDOT634, Location: 0.97 KM E OF ST18 (Lat: 42.178778, Lng: -70.966206), Route carried "on" structure: Other road , Year Built: 2003, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 21,700 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 36,324 (year 2031), Design Load: HS 20, Features Intersected: RR MBTA, Facility Carried by Structure: HWY COLUMBIAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.5m (57.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $457,000, Roadway Improvement Cost: $46,000, Total Project Cost: $686,000 ( 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: W3201337BDOT634, Location: 1.4 KM N OF ABINGTON T.L. (Lat: 42.158131, Lng: -70.955183), Route carried "on" structure: State highway 18, Year Built: 1936, Year Reconstructed: 1983, Status: Closed, Structure Length: 3.59m (11.78ft), Average Daily Traffic: 36,000 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 68,857 (year 2032), Design Load: H 20, Features Intersected: RR MBTA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 92.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 60.4 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, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $2,249,000, Roadway Improvement Cost: $225,000, Total Project Cost: $3,374,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: W3201337BDOT634, Location: 1.4 KM N OF ABINGTON T.L. (Lat: 42.158131, Lng: -70.955183), Route carried "on" structure: State highway 18, Year Built: 1936, Year Reconstructed: 1983, Status: Closed, Structure Length: 3.59m (11.78ft), Average Daily Traffic: 36,000 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 68,857 (year 2032), Design Load: H 20, Features Intersected: RR MBTA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 92.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 60.4 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, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $2,249,000, Roadway Improvement Cost: $225,000, Total Project Cost: $3,374,000 ( 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: W32021355DOTNBI, Location: .16 KM E BRAINTREE T.L. (Lat: 42.199547, Lng: -70.970094), Route carried "on" structure: State highway 3, Year Built: 1957, Year Reconstructed: 1978, Status: Open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 194,309 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 224,103 (year 2032), Design Load: HS 20, Features Intersected: HWY SUMMER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.6m (110.2ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 33.6m (110.2ft), Out-to-Out Width: 35.5m (116.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $558,000, Roadway Improvement Cost: $56,000, Total Project Cost: $838,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: W32021355DOTNBI, Location: .16 KM E BRAINTREE T.L. (Lat: 42.199547, Lng: -70.970094), Route carried "on" structure: State highway 3, Year Built: 1957, Year Reconstructed: 1978, Status: Open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 194,309 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 224,103 (year 2032), Design Load: HS 20, Features Intersected: HWY SUMMER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.6m (110.2ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 33.6m (110.2ft), Out-to-Out Width: 35.5m (116.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $558,000, Roadway Improvement Cost: $56,000, Total Project Cost: $838,000 ( 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: W3202236QDOTNBI, Location: 1.3 KM E BRAINTREE T.L. (Lat: 42.195311, Lng: -70.958264), Route carried "on" structure: Other road , Year Built: 1957, Status: Posted for load, Structure Length: 7.27m (23.85ft), Average Daily Traffic: 7,000 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 9,950 (year 2032), Design Load: H 20, Features Intersected: ST 3, Facility Carried by Structure: HWY FRONT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, 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: 3, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 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: Equal to present minimum criteria, Length Of Structure Improvement: 7.30m (23.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $826,000, Roadway Improvement Cost: $83,000, Total Project Cost: $1,240,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up
Structure Number: W3202236QDOTNBI, Location: 1.3 KM E BRAINTREE T.L. (Lat: 42.195311, Lng: -70.958264), Route carried "on" structure: Other road , Year Built: 1957, Status: Posted for load, Structure Length: 7.27m (23.85ft), Average Daily Traffic: 7,000 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 9,950 (year 2032), Design Load: H 20, Features Intersected: ST 3, Facility Carried by Structure: HWY FRONT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, 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: 3, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 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: Equal to present minimum criteria, Length Of Structure Improvement: 7.30m (23.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $826,000, Roadway Improvement Cost: $83,000, Total Project Cost: $1,240,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up
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Structure Number: W32023348DOTNBI, Location: 1.4 KM E BRAINTREE T.L. (Lat: 42.194606, Lng: -70.955761), Route carried "on" structure: State highway 18, Year Built: 1957, Year Reconstructed: 1980, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 58,800 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 78,017 (year 2032), Design Load: H 20, Features Intersected: ST 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 27.2m (89.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $4,702,000, Roadway Improvement Cost: $471,000, Total Project Cost: $7,054,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up
Structure Number: W32023348DOTNBI, Location: 1.4 KM E BRAINTREE T.L. (Lat: 42.194606, Lng: -70.955761), Route carried "on" structure: State highway 18, Year Built: 1957, Year Reconstructed: 1980, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 58,800 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 78,017 (year 2032), Design Load: H 20, Features Intersected: ST 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 27.2m (89.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $4,702,000, Roadway Improvement Cost: $471,000, Total Project Cost: $7,054,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up
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Structure Number: W3202436GDOTNBI, Location: 2.1 KM E OF BRAIN. T.L. (Lat: 42.193050, Lng: -70.950044), Route carried "on" structure: Other road , Year Built: 1957, Status: Open, Structure Length: 7.85m (25.75ft), Average Daily Traffic: 29,500 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 36,956 (year 2032), Design Load: H 20, Features Intersected: ST 3, Facility Carried by Structure: HWY MIDDLE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.3m (66.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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: Equal to present minimum criteria, Length Of Structure Improvement: 7.90m (25.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $894,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,342,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up
Structure Number: W3202436GDOTNBI, Location: 2.1 KM E OF BRAIN. T.L. (Lat: 42.193050, Lng: -70.950044), Route carried "on" structure: Other road , Year Built: 1957, Status: Open, Structure Length: 7.85m (25.75ft), Average Daily Traffic: 29,500 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 36,956 (year 2032), Design Load: H 20, Features Intersected: ST 3, Facility Carried by Structure: HWY MIDDLE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.3m (66.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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: Equal to present minimum criteria, Length Of Structure Improvement: 7.90m (25.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $894,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,342,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up
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Structure Number: W32025350DOTNBI, Location: 1.1 KM W OF HINGHAM T.L. (Lat: 42.187369, Lng: -70.933222), Route carried "on" structure: State highway 3, Year Built: 1957, Year Reconstructed: 1980, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 52,779 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 95,390 (year 2031), Design Load: HS 20, Features Intersected: HWY PLEASANT ST
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $357,000, Roadway Improvement Cost: $36,000, Total Project Cost: $536,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: W32025350DOTNBI, Location: 1.1 KM W OF HINGHAM T.L. (Lat: 42.187369, Lng: -70.933222), Route carried "on" structure: State highway 3, Year Built: 1957, Year Reconstructed: 1980, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 52,779 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 95,390 (year 2031), Design Load: HS 20, Features Intersected: HWY PLEASANT ST
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $357,000, Roadway Improvement Cost: $36,000, Total Project Cost: $536,000 ( 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: W32026351DOTNBI, Location: 1.1 KM W OF HINGHAM T.L. (Lat: 42.187828, Lng: -70.932769), Route carried "on" structure: State highway 3, Year Built: 1957, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 53,130 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 168,038 (year 2032), Design Load: H 20, Features Intersected: HWY PLEASANT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.2 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: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,326,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,990,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up
Structure Number: W32026351DOTNBI, Location: 1.1 KM W OF HINGHAM T.L. (Lat: 42.187828, Lng: -70.932769), Route carried "on" structure: State highway 3, Year Built: 1957, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 53,130 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 168,038 (year 2032), Design Load: H 20, Features Intersected: HWY PLEASANT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.2 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: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,326,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,990,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up
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Structure Number: W32027353DOTNBI, Location: 1.4 KM E BRAINTREE T.L. (Lat: 42.194806, Lng: -70.956383), Route carried "on" structure: State highway 3, Year Built: 1957, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 127,190 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 236,895 (year 2032), Design Load: H 20, Features Intersected: WATER MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.8m (133.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 40.8m (133.9ft), Out-to-Out Width: 46.9m (153.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,466,000, Roadway Improvement Cost: $147,000, Total Project Cost: $2,200,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: W32027353DOTNBI, Location: 1.4 KM E BRAINTREE T.L. (Lat: 42.194806, Lng: -70.956383), Route carried "on" structure: State highway 3, Year Built: 1957, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 127,190 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 236,895 (year 2032), Design Load: H 20, Features Intersected: WATER MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.8m (133.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 40.8m (133.9ft), Out-to-Out Width: 46.9m (153.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,466,000, Roadway Improvement Cost: $147,000, Total Project Cost: $2,200,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: W32028349DOTNBI, Location: .16 KM N OF ST 3 (Lat: 42.196011, Lng: -70.955742), Route carried "on" structure: State highway 18, Year Built: 1957, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 31,200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 56,381 (year 2032), Design Load: H 20, Features Intersected: WATER MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 57.3m (188.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $22,000, Total Project Cost: $316,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: W32028349DOTNBI, Location: .16 KM N OF ST 3 (Lat: 42.196011, Lng: -70.955742), Route carried "on" structure: State highway 18, Year Built: 1957, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 31,200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 56,381 (year 2032), Design Load: H 20, Features Intersected: WATER MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 57.3m (188.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $22,000, Total Project Cost: $316,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: W32029352DOTNBI, Location: .16 KM N OF ST 3 (Lat: 42.196500, Lng: -70.954819), Route carried "on" structure: Ramp State highway 3, Year Built: 1957, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 8,100 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 12,792 (year 2032), Design Load: H 20, Features Intersected: WATER MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 68.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.20m (0.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $202,000, Roadway Improvement Cost: $21,000, Total Project Cost: $304,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: W32029352DOTNBI, Location: .16 KM N OF ST 3 (Lat: 42.196500, Lng: -70.954819), Route carried "on" structure: Ramp State highway 3, Year Built: 1957, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 8,100 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 12,792 (year 2032), Design Load: H 20, Features Intersected: WATER MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 68.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.20m (0.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $202,000, Roadway Improvement Cost: $21,000, Total Project Cost: $304,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: W32030354DOTNBI, Location: .16 KM S OF ST 3 (Lat: 42.193589, Lng: -70.957853), Route carried "on" structure: Ramp State highway 3, Year Built: 1957, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 26,500 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 38,535 (year 2032), Design Load: H 20, Features Intersected: WATER MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 87.5 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $12,000, Total Project Cost: $169,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: W32030354DOTNBI, Location: .16 KM S OF ST 3 (Lat: 42.193589, Lng: -70.957853), Route carried "on" structure: Ramp State highway 3, Year Built: 1957, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 26,500 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 38,535 (year 2032), Design Load: H 20, Features Intersected: WATER MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 87.5 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $12,000, Total Project Cost: $169,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: W3203537EDOT634, Location: .32 KM N COMMERCIAL ST. (Lat: 42.229189, Lng: -70.954011), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 3,474 (year 2032), Design Load: HS 20, Features Intersected: RR MBTA, Facility Carried by Structure: HWY NARAGNST AVE
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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $351,000, Roadway Improvement Cost: $36,000, Total Project Cost: $527,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: W3203537EDOT634, Location: .32 KM N COMMERCIAL ST. (Lat: 42.229189, Lng: -70.954011), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 3,474 (year 2032), Design Load: HS 20, Features Intersected: RR MBTA, Facility Carried by Structure: HWY NARAGNST AVE
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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $351,000, Roadway Improvement Cost: $36,000, Total Project Cost: $527,000 ( 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: W32036AV6MUNNBI, Location: OFF MIDDLE ST (Lat: 42.192578, Lng: -70.943269), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 18,750 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 18,636 (year 2031), Design Load: H 20, Features Intersected: WATER SWAMP RIVER, Facility Carried by Structure: HWY LIB IND PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 95.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $221,000, Roadway Improvement Cost: $23,000, Total Project Cost: $332,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: W32036AV6MUNNBI, Location: OFF MIDDLE ST (Lat: 42.192578, Lng: -70.943269), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 18,750 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 18,636 (year 2031), Design Load: H 20, Features Intersected: WATER SWAMP RIVER, Facility Carried by Structure: HWY LIB IND PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 95.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $221,000, Roadway Improvement Cost: $23,000, Total Project Cost: $332,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous