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Bridge Statistics for Northbridge, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Northbridge, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 12 Total length: 37 meters (121ft) Total costs: $10,192,000 Total average daily traffic: 144,132 Total average daily truck traffic: 13,556 Total future (year 2027) average daily traffic: 227,628 National Bridge Inventory (NBI) Registered Bridges for Northbridge
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: N210011CWMUNNBI, Location: .6 MI NE OF RTE 122 (Lat: 42.129214, Lng: -71.636908), Route carried "on" structure: City street , Year Built: 1924, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 15,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 23,690 (year 2027), Features Intersected: WATER BLACKSTONE RIVER, Facility Carried by Structure: HWY CHURCH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.527, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: May 2006, Underwater Inspection Date: March 2006, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $24,000, Total Project Cost: $349,000 ( Estimate for 2006) Find on map >>
Structure Number: N210021L7MHDNBI, Location: ST 122/BLACKSTONE RIVER (Lat: 42.149783, Lng: -71.649433), Route carried "on" structure: State highway 122, Year Built: 1925, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 8,100 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 12,792 (year 2027), Design Load: H 15, Features Intersected: WATER BLACKSTONE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.645, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 36 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2006, Underwater Inspection Date: Febuary 2006, Other Special Inspection Date: November 2007, Bridge Improvement Cost: $1,505,000, Roadway Improvement Cost: $151,000, Total Project Cost: $2,258,000 ( 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: N210031CXMUNNBI, Location: JUST W OF RTE 122 (Lat: 42.154444, Lng: -71.652222), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 7,150 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 11,292 (year 2027), Design Load: H 20, Features Intersected: WATER BLACKSTONE RIVER, Facility Carried by Structure: HWY SUTTON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: September 2006, Underwater Inspection Date: March 2006, Bridge Improvement Cost: $824,000, Roadway Improvement Cost: $83,000, Total Project Cost: $1,237,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N210041CYMUNNBI, Location: AT JCT WITH FLETCHER ST (Lat: 42.109144, Lng: -71.665650), Route carried "on" structure: City street , Year Built: 1857, Year Reconstructed: 1923, Status: Posted for load, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 5,000 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 7,896 (year 2028), Features Intersected: WATER MUMFORD RIVER, Facility Carried by Structure: HWY DOUGLAS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.674, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.3m (7.5ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2007, Other Special Inspection Date: September 2007, Bridge Improvement Cost: $1,080,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,621,000 ( Estimate for 2006) Find on map >>
Structure Number: N2100522FMHD634, Location: .3 MILES EAST OF ST-122 (Lat: 42.126317, Lng: -71.642956), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1994, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 11,700 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 18,478 (year 2027), Design Load: HS 20, Features Intersected: RR PWRR, Facility Carried by Structure: HWY CHURCH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, 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: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.6 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: Better than present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $21,000, Total Project Cost: $301,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Other Coated Reinforcing Find on map >>
Structure Number: N210081D0MUNNBI, Location: .6 MI.WST OF MENDON T.L. (Lat: 42.122725, Lng: -71.607233), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 5,200 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 8,212 (year 2027), Design Load: H 20, Features Intersected: WATER WEST RIVER, Facility Carried by Structure: HWY MENDON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.366, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 39.0 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $802,000, Roadway Improvement Cost: $81,000, Total Project Cost: $1,204,000 ( 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: N2101222GMHD634, Location: .5 MI.NTH OF UXBRIDGE TL. (Lat: 42.107642, Lng: -71.636611), Route carried "on" structure: State highway 122, Year Built: 1941, Year Reconstructed: 1999, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 10,500 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 16,583 (year 2029), Design Load: HS 20, Features Intersected: RR PWRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.486, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 82.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, 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: N2101322HMHD634, Location: 1.5 MI. SO. OF GRAFTON TL (Lat: 42.145000, Lng: -71.644444), Route carried "on" structure: State highway 122, Year Built: 1941, Year Reconstructed: 1994, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 16,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 25,269 (year 2028), Design Load: HS 20, Features Intersected: RR PWRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.921, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Better than present minimum criteria, Length Of Structure Improvement: 6.50m (21.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $1,198,000, Roadway Improvement Cost: $120,000, Total Project Cost: $1,798,000 ( 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: N210141MJMHDNBI, Location: 100 FT NORTH OF SUTTON TL (Lat: 42.101397, Lng: -71.704111), Route carried "on" structure: State highway 146, Year Built: 1950, Year Reconstructed: 2006, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 12,200 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 19,267 (year 2028), Design Load: H 20, Features Intersected: HWY MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.258, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N2101522JMHD634, Location: 100 FT.NTH.OF UXBRIDGE TL (Lat: 42.145056, Lng: -71.645103), Route carried "on" structure: State highway 122, Year Built: 1960, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 10,600 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 16,741 (year 2027), Design Load: H 20, Features Intersected: RR PWRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.208, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $665,000, Roadway Improvement Cost: $67,000, Total Project Cost: $998,000 ( 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: N210161D1MUNNBI, Location: NEAR UXBRIDGE LINE (Lat: 42.099025, Lng: -71.647242), Route carried "on" structure: City street , Year Built: 1923, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 12,000 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 18,952 (year 2028), Features Intersected: WATER LINWOOD POND, Facility Carried by Structure: HWY LINWOOD AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2008, Underwater Inspection Date: March 2006, Other Special Inspection Date: March 2008, Bridge Improvement Cost: $212,000, Roadway Improvement Cost: $22,000, Total Project Cost: $319,000 ( 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: N210191MKMHDNBI, Location: AT SUTTON T. L. (Lat: 42.101397, Lng: -71.704111), Route carried "on" structure: State highway 146, Year Built: 1982, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 30,682 (year 2008), Truck Traffic: 15%, Average Future Daily Traffic: 48,456 (year 2029), Design Load: HS 20, Features Intersected: HWY MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.097, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $8,000, Total Project Cost: $107,000 ( Estimate for 2006), 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: Northbridge, MA, Massachusetts, All US cities.
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