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Bridge Statistics for Attleboro, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Attleboro, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 52 Total length: 172 meters (564ft) Total costs: $52,786,000 Total average daily traffic: 1,291,518 Total average daily truck traffic: 100,046 National Bridge Inventory (NBI) Registered Bridges for Attleboro
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: A160013UXMHDNBI, Location: AT SEVEN MILE RIVER (Lat: 41.930108, Lng: -71.337358), Route carried "on" structure: State highway 123, Year Built: 1967, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 24,300 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 38,377 (year 2027), Design Load: H 20, Features Intersected: WATER SEVEN MILE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.842, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable 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 36 months, Inspection Date: August 2006, Underwater Inspection Date: December 2006, Bridge Improvement Cost: $79,000, Roadway Improvement Cost: $8,000, Total Project Cost: $119,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: A160033L1MUNNBI, Location: .5 MI SW OF READ ST (Lat: 41.901292, Lng: -71.343731), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 2007, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,200 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 16,109 (year 2029), Design Load: HS 20, Features Intersected: WATER SEVEN MILE RIVER, Facility Carried by Structure: HWY COUNTY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft) Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $315,000, Roadway Improvement Cost: $32,000, Total Project Cost: $473,000 ( Estimate for 2006) Find on map >>
Structure Number: A16005AWFMUNNBI, Location: .2 M FROM JCT N MAIN ST (Lat: 41.951903, Lng: -71.297103), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 13,000 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 20,531 (year 2028), Design Load: HS 20, Features Intersected: WATER TEN MILE RIVER, Facility Carried by Structure: HWY WEST ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.384, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.7m (38.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: A160068PEMUNNBI, Location: 0.1 KM FROM WEST ST. (Lat: 41.950694, Lng: -71.296278), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 4,800 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 7,581 (year 2028), Design Load: HS 20, Features Intersected: WATER TEN MILE RIVER, Facility Carried by Structure: HWY WATER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal 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: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Internally Sealed Find on map >>
Structure Number: A160083L3MUNNBI, Location: .2 MI NW OF RTE 123 (Lat: 41.944878, Lng: -71.288978), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 6,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 9,476 (year 2028), Design Load: HS 20, Features Intersected: WATER TEN MILE RIVER, Facility Carried by Structure: HWY CLIFF ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Channel: Fair, Culverts: Fair, Operating Rating: 88.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: September 2007, Underwater Inspection Date: September 2006, Bridge Improvement Cost: $202,000, Roadway Improvement Cost: $21,000, Total Project Cost: $304,000 ( Estimate for 2006) Find on map >>
Structure Number: A160093UYMHDNBI, Location: IN ATTL. CENTER (Lat: 41.943878, Lng: -71.285758), Route carried "on" structure: State highway 123, Year Built: 1967, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 23,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 36,324 (year 2028), Design Load: H 20, Features Intersected: WATER TEN MILE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.012, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: 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, Waterway Adequacy: Equal to present desirable 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 36 months, Inspection Date: July 2007, Underwater Inspection Date: November 2005, Bridge Improvement Cost: $101,000, Roadway Improvement Cost: $11,000, Total Project Cost: $152,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Internally Sealed Find on map >>
Structure Number: A160103L4MUNNBI, Location: .1 MI W OF RTE 123 (Lat: 41.942056, Lng: -71.286953), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 5,700 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 9,002 (year 2028), Design Load: H 20, Features Intersected: WATER TEN MILE RIVER, Facility Carried by Structure: HWY WALL ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.4m (44.0ft) 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $553,000, Roadway Improvement Cost: $56,000, Total Project Cost: $830,000 ( 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: A160113HVMUNNBI, Location: .1 MI SO OF ST 123 (Lat: 41.937494, Lng: -71.290869), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1986, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 19,100 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 30,165 (year 2029), Design Load: H 20, Features Intersected: WATER TEN MILE RIVER, Facility Carried by Structure: HWY OLIVE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $383,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Internally Sealed Find on map >>
Structure Number: A160123L2MUNNBI, Location: 1.8MI E OF RT.95 (Lat: 41.932933, Lng: -71.288342), Route carried "on" structure: City street , Year Built: 1905, Year Reconstructed: 1993, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 4,100 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 6,475 (year 2029), Design Load: HS 20, Features Intersected: WATER TEN MILE RIVER, Facility Carried by Structure: HWY LAMB ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 82.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.6 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: Meets minimum limits, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: Febuary 2008, Underwater Inspection Date: January 2006, Bridge Improvement Cost: $307,000, Roadway Improvement Cost: $31,000, Total Project Cost: $461,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Internally Sealed Find on map >>
Structure Number: A160133HWMUNNBI, Location: .1 MI N OF RTE 152 (Lat: 41.927294, Lng: -71.289525), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 11,200 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 17,688 (year 2028), Design Load: HS 20, Features Intersected: WATER TEN MILE RIVER, Facility Carried by Structure: HWY THACHER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 2.3m (7.5ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 90.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.50m (1.64ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: September 2007, Underwater Inspection Date: October 2006, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $18,000, Total Project Cost: $256,000 ( Estimate for 2006) Find on map >>
Structure Number: A16014B0VMUNNBI, Location: BETWEEN COUNTY&S. MAIN ST (Lat: 41.917914, Lng: -71.305836), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 7,900 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 12,476 (year 2027), Design Load: HS 20, Features Intersected: WATER TEN MILE RIVER, Facility Carried by Structure: HWY TIFFANY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006 Find on map >>
Structure Number: A160153L0MUNNBI, Location: 100 FT W OF KNIGHT ST (Lat: 41.905253, Lng: -71.320475), Route carried "on" structure: City street , Year Built: 1850, Year Reconstructed: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 4,738 (year 2027), Features Intersected: WATER TEN MILE RIVER, Facility Carried by Structure: HWY BRIDGE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: November 2006, Underwater Inspection Date: July 2005, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $4,000, Total Project Cost: $55,000 ( Estimate for 2006) Find on map >>
Structure Number: A16019400MHD634, Location: .6MI.N OF ST 123 (Lat: 41.961875, Lng: -71.270886), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 4,500 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 7,107 (year 2027), Design Load: HS 20+Mod, Features Intersected: RR AMTRAK/MBTA, Facility Carried by Structure: HWY LINDSEY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.7m (48.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable 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: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $15,000, Total Project Cost: $217,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: A160203YYMHD634, Location: .2MI.N OF ST 123 (Lat: 41.952797, Lng: -71.277303), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 22,400 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 35,376 (year 2028), Design Load: H 20, Features Intersected: RR AMTRAK/MBTA, Facility Carried by Structure: HWY HOLDEN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Satisfactory, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $165,000, Roadway Improvement Cost: $17,000, Total Project Cost: $248,000 ( 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: A160253YWMHD634, Location: .1 MI W OF ST152 (Lat: 41.936269, Lng: -71.288931), Route carried "on" structure: City street , Year Built: 1904, Status: Temporarily open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 19,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 30,007 (year 2027), Design Load: HS 20, Features Intersected: RR AMTRAK/MBTA, Facility Carried by Structure: HWY OLIVE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Good, Superstructure: Imminent failure, Substructure: Critical, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 6.70m (21.98ft), Designated Inspection Frequency: Every 6 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2006, Critical Feature Inspection Date: October 2006, Other Special Inspection Date: September 2007, Bridge Improvement Cost: $2,201,000, Roadway Improvement Cost: $221,000, Total Project Cost: $3,302,000 ( Estimate for 2006), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: A16026AQPMHD634, Location: .2MI.NW OF ST 152 (Lat: 41.931617, Lng: -71.292289), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 12,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 18,952 (year 2027), Design Load: HS 20, Features Intersected: RR AMTRAK/MBTA, Facility Carried by Structure: HWY THACHER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.8m (74.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: A16027401MHD634, Location: 1.5 MI NE OF SEEKONK TL (Lat: 41.917375, Lng: -71.302219), Route carried "on" structure: State highway 152, Year Built: 1949, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 14,000 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 22,110 (year 2029), Design Load: H 20, Features Intersected: RR AMTRAK/MBTA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.963, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Critical Feature Inspection Date: Febuary 2008, Bridge Improvement Cost: $2,209,000, Roadway Improvement Cost: $221,000, Total Project Cost: $3,314,000 ( 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: A160283YTMHD634, Location: .1MI SE OF ST152 (Lat: 41.912067, Lng: -71.305900), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 3,200 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 5,054 (year 2027), Design Load: HS 20+Mod, Features Intersected: RR AMTRAK/MBTA, Facility Carried by Structure: HWY THURBER AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $462,000, Roadway Improvement Cost: $47,000, Total Project Cost: $694,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy Find on map >>
Structure Number: A160293VMMHDNBI, Location: HEBRONVILLE RR #193.89 (Lat: 41.904253, Lng: -71.318406), Route carried "on" structure: State highway 152, Year Built: 1966, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 10,100 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 15,951 (year 2029), Design Load: H 20, Features Intersected: RR AMTRAK/MBTA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.853, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), 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: 17.3m (56.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $958,000, Roadway Improvement Cost: $96,000, Total Project Cost: $1,438,000 ( 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: A16030403MHD634, Location: .1MI S OF READ ST (Lat: 41.902047, Lng: -71.330739), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 5,300 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 8,370 (year 2029), Design Load: HS 20+Mod, Features Intersected: RR AMTRAK/MBTA, Facility Carried by Structure: HWY POND ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $318,000, Roadway Improvement Cost: $32,000, Total Project Cost: $478,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: A16031402MHD634, Location: .3 MI NE OF RTE1A (Lat: 41.899369, Lng: -71.345833), Route carried "on" structure: City street , Year Built: 1907, Year Reconstructed: 1961, Status: Closed, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 11,800 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 18,636 (year 2027), Features Intersected: RR AMTRAK/MBTA, Facility Carried by Structure: HWY COUNTY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 17.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $36,000, Total Project Cost: $526,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: A160323YUMHD634, Location: .2 MI SO I 95 INTERCHANGE (Lat: 41.897669, Lng: -71.355467), Route carried "on" structure: Alternate State highway 1A, Year Built: 1930, Status: Posted for load, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 47,400 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 74,859 (year 2029), Design Load: H 20, Features Intersected: RR AMTRAK/MBTA, Facility Carried by Structure: ST 1 A/NEWPRT AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, 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: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Critical, Superstructure: Fair, Substructure: Fair, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: Febuary 2008, Other Special Inspection Date: Febuary 2008, Bridge Improvement Cost: $1,390,000, Roadway Improvement Cost: $140,000, Total Project Cost: $2,086,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >>
Structure Number: A160343YXMHD634, Location: .1 MI.SW OF I-95 (Lat: 41.895100, Lng: -71.371358), Route carried "on" structure: US 1, Year Built: 1937, Year Reconstructed: 1990, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 22,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 34,745 (year 2027), Design Load: H 20, Features Intersected: RR AMTRAK/MBTA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, 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: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $739,000, Roadway Improvement Cost: $74,000, Total Project Cost: $1,109,000 ( 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: A16036404MHD634, Location: .6 MI SOUTH OF ST123 (Lat: 41.946044, Lng: -71.247833), Route carried "on" structure: City street , Year Built: 1906, Year Reconstructed: 1994, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 7,896 (year 2027), Design Load: HS 20+Mod, Features Intersected: RR CSX, Facility Carried by Structure: HWY PIKE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.9 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $316,000, Roadway Improvement Cost: $32,000, Total Project Cost: $475,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Internally Sealed Find on map >>
Structure Number: A160413XAMHDNBI, Location: .1 MI SW OF US 1 (Lat: 41.896975, Lng: -71.373675), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 15,000 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 23,690 (year 2027), Design Load: H 20, Features Intersected: I 95, Facility Carried by Structure: HWY BACON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.70m (28.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $2,408,000, Roadway Improvement Cost: $241,000, Total Project Cost: $3,613,000 ( 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: A160423Q4MHDNBI, Location: .4 MI NO OF R.I. BORDER (Lat: 41.898369, Lng: -71.369881), Route carried "on" structure: Interstate 95, Year Built: 1959, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 47,256 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 74,631 (year 2028), Design Load: HS 20, Features Intersected: US 1 WASHINGTON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.674, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,771,000, Roadway Improvement Cost: $178,000, Total Project Cost: $2,657,000 ( 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: A160423Q5MHDNBI, Location: I 95 AT US 1 (Lat: 41.898603, Lng: -71.369794), Route carried "on" structure: Interstate 95, Year Built: 1959, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 47,256 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 74,631 (year 2028), Design Load: HS 20, Features Intersected: US 1 WASHINGTON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.674, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,862,000, Roadway Improvement Cost: $187,000, Total Project Cost: $2,794,000 ( 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: A160433Q6MHDNBI, Location: I 95 AT ST1A (Lat: 41.902444, Lng: -71.356569), Route carried "on" structure: Interstate 95, Year Built: 1959, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 47,256 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 74,631 (year 2028), Design Load: HS 20, Features Intersected: ST 1 A/NEWPORT AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, 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: 28.0m (91.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.3 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,627,000, Roadway Improvement Cost: $163,000, Total Project Cost: $2,441,000 ( 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: A160433Q7MHDNBI, Location: JCT ST 1 A & I-95 (Lat: 41.902639, Lng: -71.356606), Route carried "on" structure: Interstate 95, Year Built: 1961, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 47,256 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 74,631 (year 2028), Design Load: H 20, Features Intersected: ST 1 A/NEWPORT AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, 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: 28.0m (91.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.3 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,627,000, Roadway Improvement Cost: $163,000, Total Project Cost: $2,441,000 ( 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: A160443Q8MHDNBI, Location: .5 MI.NE OF ST 1A (Lat: 41.905233, Lng: -71.347808), Route carried "on" structure: Interstate 95, Year Built: 1959, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 81,000 (year 2006), Truck Traffic: 13%, Average Future Daily Traffic: 127,923 (year 2027), Design Load: HS 20, Features Intersected: WATER SEVEN MILE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.820, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft) Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2006, Underwater Inspection Date: July 2005 Find on map >>
Structure Number: A160453Q9MHDNBI, Location: .6 MI NE OF US 1A (Lat: 41.909653, Lng: -71.339650), Route carried "on" structure: Interstate 95, Year Built: 1959, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 36,000 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 56,855 (year 2028), Design Load: HS 20, Features Intersected: HWY READ ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.510, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,181,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,772,000 ( 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: A160463QAMHDNBI, Location: .6 MI NE OF ST 1A (Lat: 41.910281, Lng: -71.340178), Route carried "on" structure: Interstate 95, Year Built: 1959, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 36,000 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 56,855 (year 2028), Design Load: HS 20, Features Intersected: HWY READ ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.510, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,398,000, Roadway Improvement Cost: $140,000, Total Project Cost: $2,098,000 ( 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: A160473QBMHDNBI, Location: .5 MI. SW. OF 123 & 95 (Lat: 41.928733, Lng: -71.324778), Route carried "on" structure: Interstate 95, Year Built: 1959, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 40,000 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 63,172 (year 2028), Design Load: HS 20, Features Intersected: HWY TIFFANY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.954, Lanes on structure: 3, 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: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Good, Superstructure: Good, 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $163,000, Roadway Improvement Cost: $17,000, Total Project Cost: $245,000 ( 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: A160483QCMHDNBI, Location: .5 MI SW OF 123 & 95 (Lat: 41.928042, Lng: -71.324225), Route carried "on" structure: Interstate 95, Year Built: 1959, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 40,000 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 63,172 (year 2028), Design Load: HS 20, Features Intersected: HWY TIFFANY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.954, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Good, Superstructure: Good, 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: Equal to present minimum criteria, 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: Febuary 2007, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $16,000, Total Project Cost: $233,000 ( 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: A160493QDMHDNBI, Location: I 95 AT ST 123 (Lat: 41.933983, Lng: -71.320189), Route carried "on" structure: Interstate 95, Year Built: 1959, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 50,000 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 78,965 (year 2028), Design Load: HS 20, Features Intersected: ST123 SOUTH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.759, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,993,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,990,000 ( 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: A160503QEMHDNBI, Location: I 95 AT ST 123 (Lat: 41.933994, Lng: -71.319881), Route carried "on" structure: Interstate 95, Year Built: 1959, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 50,000 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 78,965 (year 2028), Design Load: HS 20, Features Intersected: ST123 SOUTH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.759, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 45.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,960,000, Roadway Improvement Cost: $197,000, Total Project Cost: $2,941,000 ( 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: A160513XBMHDNBI, Location: .2 MI.S OF I-295 (Lat: 41.951217, Lng: -71.307325), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 4,300 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 6,791 (year 2027), Design Load: H 20, Features Intersected: I 95, Facility Carried by Structure: HWY CLIFTON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.20m (30.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $473,000, Roadway Improvement Cost: $48,000, Total Project Cost: $710,000 ( 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: A160523QFMHDNBI, Location: .1 M N OF CLFTN ST OVRPS (Lat: 41.952136, Lng: -71.306875), Route carried "on" structure: Interstate 95, Year Built: 1960, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 59,100 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 93,337 (year 2028), Design Load: HS 20, Features Intersected: WATER TEN MILE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.012, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $179,000, Roadway Improvement Cost: $18,000, Total Project Cost: $269,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: A160523QGMHDNBI, Location: AT I 95 RMP FROM 295 (Lat: 41.952267, Lng: -71.307075), Route carried "on" structure: Interstate 95, Year Built: 1960, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 61,700 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 97,443 (year 2028), Design Load: HS 20, Features Intersected: WATER TEN MILE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.012, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $385,000, Roadway Improvement Cost: $39,000, Total Project Cost: $578,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: A160533QHMHDNBI, Location: .5 MI N OF I 295 (Lat: 41.962531, Lng: -71.300064), Route carried "on" structure: Interstate 95, Year Built: 1960, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 45,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 71,068 (year 2027), Design Load: HS 20, Features Intersected: HWY NORTH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.080, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Poor, Superstructure: Good, 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $1,480,000, Roadway Improvement Cost: $149,000, Total Project Cost: $2,221,000 ( 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: A160533QJMHDNBI, Location: .5 MI.N OF I-295 (Lat: 41.962714, Lng: -71.300231), Route carried "on" structure: Interstate 95, Year Built: 1960, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 45,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 71,068 (year 2027), Design Load: HS 20, Features Intersected: HWY NORTH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.080, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Satisfactory, Superstructure: Good, 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: 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: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $549,000, Roadway Improvement Cost: $55,000, Total Project Cost: $824,000 ( 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: A160593UJMHDNBI, Location: .3 MI W OF I 95 (Lat: 41.954644, Lng: -71.309653), Route carried "on" structure: Interstate 295, Year Built: 1967, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 22,000 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 34,745 (year 2028), Design Load: HS 20, Features Intersected: HWY CLIFTON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), 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: Fair, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $501,000, Roadway Improvement Cost: $51,000, Total Project Cost: $752,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Discuss this city on our hugely popular Massachusetts forum Back to: Attleboro, MA, Massachusetts, All US cities.
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