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Bridge Statistics for North Attleborough, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: North Attleborough, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 23 Total length: 122 meters (400ft) Total costs: $26,711,000 Total average daily traffic: 570,100 Total average daily truck traffic: 42,336 National Bridge Inventory (NBI) Registered Bridges for North Attleborough
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: N160033JTMUNNBI, Location: .6 MI E RHODE ISLAND (Lat: 41.933161, Lng: -71.369872), Route carried "on" structure: City street , Year Built: 1886, Year Reconstructed: 1980, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 4,738 (year 2027), Features Intersected: WATER ABBOTT RUN RIVER, Facility Carried by Structure: HWY CUSHMAN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 6.6m (21.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $715,000, Roadway Improvement Cost: $72,000, Total Project Cost: $1,073,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy Find on map >>
Structure Number: N160043JUMUNNBI, Location: AT JUNCT. DEPOT STREET (Lat: 41.928800, Lng: -71.373225), Route carried "on" structure: City street , Year Built: 1850, Year Reconstructed: 1953, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 8,300 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 13,108 (year 2027), Design Load: H 20, Features Intersected: WATER ABBOTT RUN RIVER, Facility Carried by Structure: HWY MENDON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: November 2006, Underwater Inspection Date: January 2007, Bridge Improvement Cost: $843,000, Roadway Improvement Cost: $85,000, Total Project Cost: $1,265,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N16008830MUNNBI, Location: .5MI E OF MENDON RD (Lat: 41.782500, Lng: -70.543889), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 800 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 1,263 (year 2028), Design Load: HS 20, Features Intersected: WATER ABBOTT RUN RIVER, Facility Carried by Structure: HWY HUNTS BRG RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: N160163JVMUNNBI, Location: ADJACENT TO ROUTE 1 (Lat: 41.982703, Lng: -71.328492), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,300 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 13,108 (year 2027), Design Load: H 20, Features Intersected: WATER TEN MILE RIVER, Facility Carried by Structure: HWY ORNE ST/LNDY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $5,000, Total Project Cost: $68,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N160233LUMUNNBI, Location: .1 MI E OF CLIFTON ST (Lat: 41.960903, Lng: -71.308083), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 400 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 632 (year 2028), Design Load: H 20, Features Intersected: WATER TEN MILE RIVER, Facility Carried by Structure: HWY CEDAR RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.0m (29.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $252,000, Roadway Improvement Cost: $26,000, Total Project Cost: $379,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: N160463VNMHDNBI, Location: .2 MILES SOUTH PLAINVILL (Lat: 41.995439, Lng: -71.292519), Route carried "on" structure: State highway 152, Year Built: 1959, Year Reconstructed: 2004, Status: Open, Structure Length: 13.62m (44.69ft), Average Daily Traffic: 14,900 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 23,532 (year 2028), Design Load: HS 20, Features Intersected: I 95 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.786, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 37.6m (123.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N160473VJMHDNBI, Location: .1 MI N OF ATTLEBORO T.L. (Lat: 41.969278, Lng: -71.296356), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 34,200 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 54,012 (year 2028), Design Load: HS 20+Mod, Features Intersected: I 95, Facility Carried by Structure: HWY TONER BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.10m (29.86ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2007, Other Special Inspection Date: November 2007, Bridge Improvement Cost: $3,561,000, Roadway Improvement Cost: $357,000, Total Project Cost: $5,342,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N160493R5MHDNBI, Location: .2 MI SW OF MANSFLD T.L. (Lat: 42.006097, Lng: -71.285581), Route carried "on" structure: Interstate 95, Year Built: 1962, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 54,200 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 85,598 (year 2028), Design Load: H 20, Features Intersected: HWY PLAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.449, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $617,000, Roadway Improvement Cost: $62,000, Total Project Cost: $926,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N160493R6MHDNBI, Location: .2 MI SW OF MANSFLD T.L. (Lat: 42.006119, Lng: -71.285881), Route carried "on" structure: Interstate 95, Year Built: 1962, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 54,200 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 85,598 (year 2028), Design Load: H 20, Features Intersected: HWY PLAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.449, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $604,000, Roadway Improvement Cost: $61,000, Total Project Cost: $907,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N160503UVMHDNBI, Location: .7 MI SE OF R.I.S.L. (Lat: 41.950531, Lng: -71.368364), Route carried "on" structure: Interstate 295, Year Built: 1966, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 30,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 47,379 (year 2027), Design Load: HS 20, Features Intersected: HWY PAINE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $1,147,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,721,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N160503UWMHDNBI, Location: .7 MI SE OF R.I.S.L. (Lat: 41.950308, Lng: -71.368214), Route carried "on" structure: Interstate 295, Year Built: 1966, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 30,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 47,379 (year 2027), Design Load: HS 20, Features Intersected: HWY PAINE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $508,000, Roadway Improvement Cost: $51,000, Total Project Cost: $763,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N160523Y5MHDNBI, Location: BEHIND EMERALD SQ MALL (Lat: 41.949219, Lng: -71.354244), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 9,300 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 14,687 (year 2028), Design Load: HS 20, Features Intersected: I 295, Facility Carried by Structure: HWY ALLEN AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $1,373,000, Roadway Improvement Cost: $138,000, Total Project Cost: $2,060,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N160533UTMHDNBI, Location: 2 MI. W. OF I-95 (Lat: 41.949069, Lng: -71.346447), Route carried "on" structure: Interstate 295, Year Built: 1966, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 40,900 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 64,593 (year 2027), Design Load: HS 20, Features Intersected: US 1 S WASHINGTON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $1,612,000, Roadway Improvement Cost: $162,000, Total Project Cost: $2,419,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N160533UUMHDNBI, Location: 2 MILES WEST OF I 95 (Lat: 41.948872, Lng: -71.346528), Route carried "on" structure: Interstate 295, Year Built: 1966, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 20,500 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 32,376 (year 2027), Design Load: HS 20, Features Intersected: US 1 S WASHINGTON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $1,612,000, Roadway Improvement Cost: $162,000, Total Project Cost: $2,419,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N160543URMHDNBI, Location: .2 MI E OF US 1 (Lat: 41.949397, Lng: -71.341800), Route carried "on" structure: Interstate 295, Year Built: 1966, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 24,000 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 37,903 (year 2028), Design Load: HS 20+Mod, Features Intersected: WATER SEVEN MILE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.378, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.10m (0.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $3,000, Total Project Cost: $41,000 ( Estimate for 2007) Find on map >>
Structure Number: N160553UPMHDNBI, Location: .3 MI E OF US1 (Lat: 41.949653, Lng: -71.340064), Route carried "on" structure: Interstate 295, Year Built: 1967, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 35,000 (year 2008), Truck Traffic: 9%, Average Future Daily Traffic: 55,276 (year 2029), Design Load: HS 20, Features Intersected: HWY OLD POST RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.540, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $945,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,418,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N160553UQMHDNBI, Location: .3 MI. E. OF US1 (Lat: 41.949864, Lng: -71.340008), Route carried "on" structure: Interstate 295, Year Built: 1967, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 35,000 (year 2008), Truck Traffic: 9%, Average Future Daily Traffic: 55,276 (year 2029), Design Load: HS 20, Features Intersected: HWY OLD POST RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.540, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $1,006,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,510,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N160563UMMHDNBI, Location: 1.2 MI W OF I 95 (Lat: 41.952400, Lng: -71.325489), Route carried "on" structure: Interstate 295, Year Built: 1967, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 24,000 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 37,903 (year 2028), Design Load: HS 20, Features Intersected: HWY MT HOPE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: Febuary 2007, Bridge Improvement Cost: $1,466,000, Roadway Improvement Cost: $147,000, Total Project Cost: $2,200,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N160563UNMHDNBI, Location: 1.2 MI W OF I 95 (Lat: 41.952625, Lng: -71.325269), Route carried "on" structure: Interstate 295, Year Built: 1967, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 24,000 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 37,903 (year 2028), Design Load: HS 20, Features Intersected: HWY MT HOPE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: Febuary 2007, Bridge Improvement Cost: $1,466,000, Roadway Improvement Cost: $147,000, Total Project Cost: $2,200,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N160463VNMHDNBI, Location: ST 152 AT I 95 (Lat: 42.000000, Lng: -71.300000), Route carried "under" structure: Interstate 95, Year Built: 1959, Structure Length: 13.62m (44.69ft), Average Daily Traffic: 46,900 (year 0 ), Features Intersected: I 95 NB, Facility Carried by Structure: ST152 Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.5m (123.0ft) Find on map >>
Structure Number: N160473VJMHDNBI, Location: 081089 STATUTORY (Lat: 41.966667, Lng: -71.300000), Route carried "under" structure: Interstate 95, Year Built: 1960, Structure Length: 10.27m (33.69ft), Average Daily Traffic: 46,900 (year 0 ), Features Intersected: I 95 NB, Facility Carried by Structure: HWY TONER BLVD Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft) Find on map >>
Structure Number: N160523Y5MHDNBI, Location: 1.5 MI SE OF R.I.S.L. (Lat: 41.950000, Lng: -71.366667), Route carried "under" structure: Interstate 295, Year Built: 1966, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 12,650 (year 0 ), Features Intersected: I 295 NB, Facility Carried by Structure: HWY ALLEN AVE Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft) Find on map >>
Structure Number: N160523Y5MHDNBI, Location: 000066 STATUTORY (Lat: 41.950000, Lng: -71.366667), Route carried "under" structure: Interstate 295, Year Built: 1966, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 12,650 (year 0 ), Features Intersected: I 295 SB, Facility Carried by Structure: HWY ALLEN AVE Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft) Discuss this city on our hugely popular Massachusetts forum Back to: North Attleborough, MA, Massachusetts, All US cities.
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