Bridge Statistics for Fairhaven, Massachusetts (MA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 344ft / 105mTotal length
- $108,574,000Total costs
- 290,229Total average daily traffic
- 11,448Total average daily truck traffic
- 474,103Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Fairhaven
- No street view available for this location
- New bridges - historical statistics
- 41900-1909
- 11920-1929
- 11960-1969
- 81970-1979
- Reconstructed bridges - Historical Statistics
- 21950-1959
- 01960-1969
- 11970-1979
- 01980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 7.1%Very good
- 28.6%Good
- 42.9%Satisfactory
- 21.4%Fair
- Bridge Condition - Superstructure
- 28.6%Good
- 28.6%Satisfactory
- 42.9%Fair
- Bridge Condition - Substructure
- 57.1%Good
- 28.6%Satisfactory
- 14.3%Fair
- Bridge Condition - Channel
- 85.7%Good
- 14.3%Fair
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Structure Number: F010013JBMUNNBI, Location: AT NEW BEDFORD LINE (Lat: 41.656131, Lng: -70.917233), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 14,783 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 48,958 (year 2031), Design Load: H 20, Features Intersected: WATER ACUSHNET RIVER, Facility Carried by Structure: HWY HOWLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $3,041,000, Roadway Improvement Cost: $305,000, Total Project Cost: $4,562,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: F010013JBMUNNBI, Location: AT NEW BEDFORD LINE (Lat: 41.656131, Lng: -70.917233), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 14,783 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 48,958 (year 2031), Design Load: H 20, Features Intersected: WATER ACUSHNET RIVER, Facility Carried by Structure: HWY HOWLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $3,041,000, Roadway Improvement Cost: $305,000, Total Project Cost: $4,562,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F010023PFDOTNBI, Location: .4 MI W OF NBED (Lat: 41.639158, Lng: -70.917856), Route carried "on" structure: US 6, Year Built: 1900, Year Reconstructed: 1997, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 19,200 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 28,269 (year 2032), Design Load: H 15, Features Intersected: WATER ACUSHNET RIVER
Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 44.579, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Navigation Control: Yes ( Vertical Clearance: 1.8m (5.9ft), Horizontal Clearance: 29.0m (95.1ft)), Material/Design: Steel, Design/Construction: Movable - Swing, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.3m (142.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.70m (28.54ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $7,348,000, Roadway Improvement Cost: $735,000, Total Project Cost: $11,023,000 ( Estimate for 2022), Deck Structure Type: Open Grating
Structure Number: F010023PFDOTNBI, Location: .4 MI W OF NBED (Lat: 41.639158, Lng: -70.917856), Route carried "on" structure: US 6, Year Built: 1900, Year Reconstructed: 1997, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 19,200 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 28,269 (year 2032), Design Load: H 15, Features Intersected: WATER ACUSHNET RIVER
Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 44.579, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Navigation Control: Yes ( Vertical Clearance: 1.8m (5.9ft), Horizontal Clearance: 29.0m (95.1ft)), Material/Design: Steel, Design/Construction: Movable - Swing, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.3m (142.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.70m (28.54ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $7,348,000, Roadway Improvement Cost: $735,000, Total Project Cost: $11,023,000 ( Estimate for 2022), Deck Structure Type: Open Grating
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Structure Number: F010023PGDOTNBI, Location: AT NEW BEDFORD CITY LINE (Lat: 41.641592, Lng: -70.910083), Route carried "on" structure: US 6, Year Built: 1901, Year Reconstructed: 1962, Status: Open, Structure Length: 20.60m (67.59ft), Average Daily Traffic: 21,000 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 28,269 (year 2032), Design Load: H 15, Features Intersected: WATER ACUSHNET 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: 21.9m (71.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 9, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.70m (67.91ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: October 2019, Bridge Improvement Cost: $17,645,000, Roadway Improvement Cost: $1,765,000, Total Project Cost: $26,468,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: F010023PGDOTNBI, Location: AT NEW BEDFORD CITY LINE (Lat: 41.641592, Lng: -70.910083), Route carried "on" structure: US 6, Year Built: 1901, Year Reconstructed: 1962, Status: Open, Structure Length: 20.60m (67.59ft), Average Daily Traffic: 21,000 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 28,269 (year 2032), Design Load: H 15, Features Intersected: WATER ACUSHNET 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: 21.9m (71.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 9, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.70m (67.91ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: October 2019, Bridge Improvement Cost: $17,645,000, Roadway Improvement Cost: $1,765,000, Total Project Cost: $26,468,000 ( 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: F010023PHDOTNBI, Location: .4 MI W OF NBED C.L. (Lat: 41.639544, Lng: -70.916758), Route carried "on" structure: US 6, Year Built: 1901, Year Reconstructed: 1996, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 19,200 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 28,269 (year 2032), Design Load: H 15, Features Intersected: WATER ACUSHNET 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: 21.9m (71.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.90m (39.04ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $10,144,000, Roadway Improvement Cost: $1,015,000, Total Project Cost: $15,217,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: F010023PHDOTNBI, Location: .4 MI W OF NBED C.L. (Lat: 41.639544, Lng: -70.916758), Route carried "on" structure: US 6, Year Built: 1901, Year Reconstructed: 1996, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 19,200 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 28,269 (year 2032), Design Load: H 15, Features Intersected: WATER ACUSHNET 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: 21.9m (71.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.90m (39.04ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $10,144,000, Roadway Improvement Cost: $1,015,000, Total Project Cost: $15,217,000 ( 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: F010023PJDOTNBI, Location: .7 MI W OF NBED C.L. (Lat: 41.638142, Lng: -70.920681), Route carried "on" structure: US 6, Year Built: 1901, Year Reconstructed: 1962, Status: Posted for load, Structure Length: 17.83m (58.50ft), Average Daily Traffic: 19,012 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 28,269 (year 2032), Design Load: H 15, Features Intersected: COMB ACUS RIV/LOC ST/RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 2, Length of Maximum Span: 22.2m (72.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 38.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.90m (58.73ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $14,906,000, Roadway Improvement Cost: $1,491,000, Total Project Cost: $22,360,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: F010023PJDOTNBI, Location: .7 MI W OF NBED C.L. (Lat: 41.638142, Lng: -70.920681), Route carried "on" structure: US 6, Year Built: 1901, Year Reconstructed: 1962, Status: Posted for load, Structure Length: 17.83m (58.50ft), Average Daily Traffic: 19,012 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 28,269 (year 2032), Design Load: H 15, Features Intersected: COMB ACUS RIV/LOC ST/RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 2, Length of Maximum Span: 22.2m (72.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 38.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.90m (58.73ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $14,906,000, Roadway Improvement Cost: $1,491,000, Total Project Cost: $22,360,000 ( 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: F010063JCMUNNBI, Location: .7 MI E OF SCONTICUT NECK (Lat: 41.596556, Lng: -70.841667), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1970, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,900 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 7,581 (year 2032), Design Load: H 20, Features Intersected: WATER NASKETUCKET BAY, Facility Carried by Structure: HWY GOULART MEM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.271, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Navigation Control: Yes ( Vertical Clearance: 1.5m (4.9ft), Horizontal Clearance: 7.6m (24.9ft)), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 72.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $31,000, Total Project Cost: $452,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: F010063JCMUNNBI, Location: .7 MI E OF SCONTICUT NECK (Lat: 41.596556, Lng: -70.841667), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1970, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,900 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 7,581 (year 2032), Design Load: H 20, Features Intersected: WATER NASKETUCKET BAY, Facility Carried by Structure: HWY GOULART MEM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.271, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Navigation Control: Yes ( Vertical Clearance: 1.5m (4.9ft), Horizontal Clearance: 7.6m (24.9ft)), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 72.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $31,000, Total Project Cost: $452,000 ( 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: F010083T6DOTNBI, Location: AT ACUSHNET RIVER N.B.C.L (Lat: 41.654789, Lng: -70.917722), Route carried "on" structure: Interstate 195, Year Built: 1974, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 52,820 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 78,965 (year 2032), Design Load: H 20, Features Intersected: WATER ACUSHNET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.198, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.5m (146.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 36.0m (118.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,692,000, Roadway Improvement Cost: $170,000, Total Project Cost: $2,539,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: F010083T6DOTNBI, Location: AT ACUSHNET RIVER N.B.C.L (Lat: 41.654789, Lng: -70.917722), Route carried "on" structure: Interstate 195, Year Built: 1974, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 52,820 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 78,965 (year 2032), Design Load: H 20, Features Intersected: WATER ACUSHNET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.198, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.5m (146.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 36.0m (118.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,692,000, Roadway Improvement Cost: $170,000, Total Project Cost: $2,539,000 ( 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: F010093PWDOTNBI, Location: 1 MILE W OF ST 240 (Lat: 41.654058, Lng: -70.908781), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 4.77m (15.65ft), Average Daily Traffic: 7,114 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 22,110 (year 2031), Design Load: H 20, Features Intersected: I 195, Facility Carried by Structure: HWY MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.1m (75.8ft), 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: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $544,000, Roadway Improvement Cost: $55,000, Total Project Cost: $817,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: F010093PWDOTNBI, Location: 1 MILE W OF ST 240 (Lat: 41.654058, Lng: -70.908781), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 4.77m (15.65ft), Average Daily Traffic: 7,114 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 22,110 (year 2031), Design Load: H 20, Features Intersected: I 195, Facility Carried by Structure: HWY MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.1m (75.8ft), 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: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $544,000, Roadway Improvement Cost: $55,000, Total Project Cost: $817,000 ( 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: F010103PXDOTNBI, Location: 1.0 MI W OF ST 240 (Lat: 41.654136, Lng: -70.906800), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 11,900 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 10,423 (year 2031), Design Load: H 20, Features Intersected: I 195, Facility Carried by Structure: HWY ADAMS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, 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: 16.1m (52.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,467,000, Roadway Improvement Cost: $347,000, Total Project Cost: $5,201,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: F010103PXDOTNBI, Location: 1.0 MI W OF ST 240 (Lat: 41.654136, Lng: -70.906800), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 11,900 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 10,423 (year 2031), Design Load: H 20, Features Intersected: I 195, Facility Carried by Structure: HWY ADAMS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, 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: 16.1m (52.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,467,000, Roadway Improvement Cost: $347,000, Total Project Cost: $5,201,000 ( 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: F010113T8DOTNBI, Location: .5 MI W OF ST 240 (Lat: 41.656028, Lng: -70.897375), Route carried "on" structure: Interstate 195, Year Built: 1972, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 52,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 67,594 (year 2032), Design Load: H 20, Features Intersected: HWY ALDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.405, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.0m (85.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 35.1m (115.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $773,000, Roadway Improvement Cost: $78,000, Total Project Cost: $1,160,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: F010113T8DOTNBI, Location: .5 MI W OF ST 240 (Lat: 41.656028, Lng: -70.897375), Route carried "on" structure: Interstate 195, Year Built: 1972, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 52,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 67,594 (year 2032), Design Load: H 20, Features Intersected: HWY ALDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.405, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.0m (85.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 35.1m (115.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $773,000, Roadway Improvement Cost: $78,000, Total Project Cost: $1,160,000 ( 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: F010123PYDOTNBI, Location: 1M N OF RTE 6 (Lat: 41.658692, Lng: -70.887744), Route carried "on" structure: State highway 240, Year Built: 1972, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 12,100 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 38,061 (year 2031), Design Load: H 20, Features Intersected: I 195
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 29.5m (96.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $7,185,000, Roadway Improvement Cost: $719,000, Total Project Cost: $10,778,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: F010123PYDOTNBI, Location: 1M N OF RTE 6 (Lat: 41.658692, Lng: -70.887744), Route carried "on" structure: State highway 240, Year Built: 1972, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 12,100 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 38,061 (year 2031), Design Load: H 20, Features Intersected: I 195
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 29.5m (96.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $7,185,000, Roadway Improvement Cost: $719,000, Total Project Cost: $10,778,000 ( 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: F010133Q0DOTNBI, Location: .4 MI E OF ST 240 (Lat: 41.659258, Lng: -70.881408), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 7.69m (25.23ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 2,053 (year 2031), Design Load: H 20, Features Intersected: I 195, Facility Carried by Structure: HWY MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.70m (25.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $2,614,000, Roadway Improvement Cost: $262,000, Total Project Cost: $3,922,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: F010133Q0DOTNBI, Location: .4 MI E OF ST 240 (Lat: 41.659258, Lng: -70.881408), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 7.69m (25.23ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 2,053 (year 2031), Design Load: H 20, Features Intersected: I 195, Facility Carried by Structure: HWY MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.70m (25.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $2,614,000, Roadway Improvement Cost: $262,000, Total Project Cost: $3,922,000 ( 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: F010143T7DOTNBI, Location: .2 M E OF NEW BEDFORD (Lat: 41.654292, Lng: -70.913544), Route carried "on" structure: Interstate 195, Year Built: 1972, Year Reconstructed: 2013, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 51,600 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 78,965 (year 2033), Design Load: HL 93, Features Intersected: HWY RIVER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.600, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F010143T7DOTNBI, Location: .2 M E OF NEW BEDFORD (Lat: 41.654292, Lng: -70.913544), Route carried "on" structure: Interstate 195, Year Built: 1972, Year Reconstructed: 2013, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 51,600 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 78,965 (year 2033), Design Load: HL 93, Features Intersected: HWY RIVER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.600, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: F010153PVDOTNBI, Location: 1.3 MI E OF ST 240 (Lat: 41.661347, Lng: -70.862881), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 2,300 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 6,317 (year 2032), Design Load: H 20, Features Intersected: I 195, Facility Carried by Structure: HWY NEW BOSTN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.00m (26.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,716,000, Roadway Improvement Cost: $272,000, Total Project Cost: $4,075,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: F010153PVDOTNBI, Location: 1.3 MI E OF ST 240 (Lat: 41.661347, Lng: -70.862881), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 2,300 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 6,317 (year 2032), Design Load: H 20, Features Intersected: I 195, Facility Carried by Structure: HWY NEW BOSTN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.00m (26.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,716,000, Roadway Improvement Cost: $272,000, Total Project Cost: $4,075,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up