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Bridge Statistics for Tewksbury, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Tewksbury, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 72 meters (236ft) Total costs: $19,089,000 Total average daily traffic: 975,700 Total average daily truck traffic: 78,422 National Bridge Inventory (NBI) Registered Bridges for Tewksbury
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: T03002AE3MHDNBI, Location: 0.15MI SELY SHAWSHEEN ST. (Lat: 42.585197, Lng: -71.201111), Route carried "on" structure: State highway 38, Year Built: 1997, Status: Open, Structure Length: 2.21m (7.25ft), Average Daily Traffic: 29,200 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 46,116 (year 2028), Design Load: HS 20, Features Intersected: WATER SHAWSHEEN RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.353, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $4,000, Total Project Cost: $50,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: T030032D5MUNNBI, Location: 1 MI. N. OF RT. 38 (Lat: 42.599803, Lng: -71.193569), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 400 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 632 (year 2028), Features Intersected: WATER SHAWSHEEN RIVER, Facility Carried by Structure: HWY MILL ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Channel: Fair, Culverts: Fair, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: July 2007, Underwater Inspection Date: July 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: T030042C7MUNNBI, Location: 1 MI NW OF WILMINGTON (Lat: 42.594547, Lng: -71.195642), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,900 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 7,739 (year 2027), Features Intersected: WATER SHAWSHEEN RIVER, Facility Carried by Structure: HWY BRIDGE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Channel: Fair, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: March 2008, Underwater Inspection Date: October 2007, Bridge Improvement Cost: $411,000, Roadway Improvement Cost: $42,000, Total Project Cost: $617,000 ( Estimate for 2006) Find on map >>
Structure Number: T030082NGMHD634, Location: 0.4 MI SELY RT 495 (Lat: 42.624500, Lng: -71.267106), Route carried "on" structure: State highway 38, Year Built: 1938, Year Reconstructed: 1991, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 28,100 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 44,378 (year 2027), Design Load: H 20, Features Intersected: RR BMRR Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 32.349, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 79.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $16,000, Total Project Cost: $227,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: T030102HPMHDNBI, Location: 0.1 MI SLY ANDOVER T.L. (Lat: 42.617056, Lng: -71.176014), Route carried "on" structure: Interstate 93, Year Built: 1958, Year Reconstructed: 1975, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 133,700 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 211,152 (year 2027), Design Load: HS 20, Features Intersected: HWY VALE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.434, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $420,000, Roadway Improvement Cost: $43,000, Total Project Cost: $631,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: T030102HQMHDNBI, Location: 0.1 MI SLY ANDOVER T.L. (Lat: 42.617006, Lng: -71.176264), Route carried "on" structure: Interstate 93, Year Built: 1958, Year Reconstructed: 1972, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 133,700 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 211,152 (year 2027), Design Load: HS 20, Features Intersected: HWY VALE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.434, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.2 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $435,000, Roadway Improvement Cost: $44,000, Total Project Cost: $653,000 ( 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: T030122M6MHDNBI, Location: 0.6 MI N RTE 38 (Lat: 42.631058, Lng: -71.261239), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 3,100 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 4,896 (year 2027), Design Load: H 20, Features Intersected: I 495, Facility Carried by Structure: HWY TRULL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.90m (39.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $1,836,000, Roadway Improvement Cost: $184,000, Total Project Cost: $2,755,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: T030132L5MHDNBI, Location: 0.6 MI SWLY RT 133 (Lat: 42.638508, Lng: -71.240842), Route carried "on" structure: City street , Year Built: 1961, Status: Posted for load, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 13,200 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 20,847 (year 2027), Design Load: H 20, Features Intersected: I 495, Facility Carried by Structure: HWY NORTH 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: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 36.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.50m (27.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $1,867,000, Roadway Improvement Cost: $187,000, Total Project Cost: $2,801,000 ( 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: T030142JUMHDNBI, Location: RT 495 AT RT 133 (Lat: 42.642678, Lng: -71.232172), Route carried "on" structure: Interstate 495, Year Built: 1961, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 113,900 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 179,882 (year 2028), Design Load: HS 20, Features Intersected: ST133 ANDOVER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 152.423, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.7 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $2,287,000, Roadway Improvement Cost: $229,000, Total Project Cost: $3,431,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: T030142JVMHDNBI, Location: RT 495 AT RT 133 (Lat: 42.642669, Lng: -71.232675), Route carried "on" structure: Interstate 495, Year Built: 1961, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 113,900 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 179,882 (year 2027), Design Load: HS 20+Mod, Features Intersected: ST133 ANDOVER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 152.423, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.7 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $2,287,000, Roadway Improvement Cost: $229,000, Total Project Cost: $3,431,000 ( 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: T030152JRMHDNBI, Location: RT 495 AT RT 38 (Lat: 42.627633, Lng: -71.272453), Route carried "on" structure: Interstate 495, Year Built: 1961, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 115,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 181,620 (year 2027), Design Load: HS 20, Features Intersected: ST 38 MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 149.639, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $1,658,000, Roadway Improvement Cost: $166,000, Total Project Cost: $2,488,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: T030152JTMHDNBI, Location: RT 495 AT RT 38 (Lat: 42.627736, Lng: -71.272711), Route carried "on" structure: Interstate 495, Year Built: 1961, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 115,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 181,620 (year 2027), Design Load: HS 20, Features Intersected: ST 38 MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 149.639, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $1,336,000, Roadway Improvement Cost: $134,000, Total Project Cost: $2,005,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: T030132L5MHDNBI, Location: 0.6 MI SWLY RT 133 (Lat: 42.633333, Lng: -71.233333), Route carried "under" structure: Interstate 495, Year Built: 1961, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 87,300 (year 0 ), Features Intersected: I 495 NB, Facility Carried by Structure: HWY NORTH ST Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft) Find on map >>
Structure Number: T030132L5MHDNBI, Location: 0.6 MI SWLY RT 133 (Lat: 42.633333, Lng: -71.233333), Route carried "under" structure: Interstate 495, Year Built: 1961, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 87,300 (year 0 ), Features Intersected: I 495 SB, Facility Carried by Structure: HWY NORTH ST Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft) Discuss this city on our hugely popular Massachusetts forum Back to: Tewksbury, MA, Massachusetts, All US cities.
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