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Bridge Statistics for Newton, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Newton, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 94 Total length: 550 meters (1,804ft) Total costs: $140,352,000 Total average daily traffic: 3,681,940 Total average daily truck traffic: 180,532 National Bridge Inventory (NBI) Registered Bridges for Newton
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: N120042EBMHDNBI, Location: NEWTON-WELLESLEY TWN LINE (Lat: 42.316781, Lng: -71.228592), Route carried "on" structure: State highway 9, Year Built: 1900, Year Reconstructed: 1932, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 131,000 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 206,888 (year 2028), Design Load: H 20, Features Intersected: WATER CHARLES RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 204.494, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 49.1m (161.1ft) Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Good, 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 minimum criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: June 2007, Underwater Inspection Date: June 2007, Bridge Improvement Cost: $2,104,000, Roadway Improvement Cost: $211,000, Total Project Cost: $3,157,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: N120052EHMHDNBI, Location: AT QUINOBEQUIN RD (Lat: 42.316856, Lng: -71.227881), Route carried "on" structure: State highway 9, Year Built: 1932, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 85,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 134,240 (year 2027), Features Intersected: WATER HEMLOCK GORGE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 204.494, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 30.2m (99.1ft), Out-to-Out Width: 56.6m (185.7ft) Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: September 2006, Underwater Inspection Date: November 2007, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $17,000, Total Project Cost: $244,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: N120062CPMUNNBI, Location: @ WELLESLEY TL = W13002 (Lat: 42.326592, Lng: -71.253678), Route carried "on" structure: City street , Year Built: 1928, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 15,800 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 24,953 (year 2028), Features Intersected: WATER CHARLES RIVER, Facility Carried by Structure: HWY WALES ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: August 2007, Underwater Inspection Date: September 2005, Bridge Improvement Cost: $139,000, Roadway Improvement Cost: $14,000, Total Project Cost: $209,000 ( Estimate for 2006) Find on map >>
Structure Number: N120072L9MHDNBI, Location: NEWTON WELLESLEY TWN LINE (Lat: 42.325069, Lng: -71.259003), Route carried "on" structure: State highway 16, Year Built: 1929, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 45,400 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 71,700 (year 2028), Features Intersected: WATER CHARLES RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: June 2007, Underwater Inspection Date: September 2006, Bridge Improvement Cost: $1,414,000, Roadway Improvement Cost: $142,000, Total Project Cost: $2,122,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: N120082CMMUNNBI, Location: @ WESTON TL = W29007 (Lat: 42.330422, Lng: -71.268225), Route carried "on" structure: City street , Year Built: 1907, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 8,200 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 12,950 (year 2028), Features Intersected: WATER CHARLES RIVER, Facility Carried by Structure: HWY CONCORD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: August 2007, Underwater Inspection Date: November 2005, Bridge Improvement Cost: $616,000, Roadway Improvement Cost: $62,000, Total Project Cost: $925,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: N120102K1MHDNBI, Location: NEWTON-WESTON TOWN LINE (Lat: 42.344033, Lng: -71.261750), Route carried "on" structure: State highway 30, Year Built: 1962, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 44,200 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 69,805 (year 2028), Design Load: H 20, Features Intersected: WATER CHARLES RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.598, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.5m (132.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 28.3m (92.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $3,894,000, Roadway Improvement Cost: $390,000, Total Project Cost: $5,842,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: N120112CNMUNNBI, Location: .96 KM E WALTHAM (Lat: 42.365661, Lng: -71.204986), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 27,600 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 43,589 (year 2027), Design Load: H 20, Features Intersected: WATER CHARLES RIVER, Facility Carried by Structure: HWY BRIDGE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.6 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: Somewhat better than minimum adequacy, 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, Underwater Inspection Frequency: Every 36 months, Inspection Date: July 2006, Underwater Inspection Date: July 2007, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $16,000, Total Project Cost: $233,000 ( 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: N120122DDMUNNBI, Location: .96 KM. S. OF I-90 (Lat: 42.341736, Lng: -71.205467), Route carried "on" structure: City street , Year Built: 1898, Year Reconstructed: 2002, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 300 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 474 (year 2028), Design Load: HS 20, Features Intersected: WATER LAUNDRY BROOK, Facility Carried by Structure: HWY DEXTER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, 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: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 81.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: January 2007, Underwater Inspection Date: January 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: N120134RAMTANBI, Location: AT INT 17 S33 (Lat: 42.357153, Lng: -71.181550), Route carried "on" structure: Interstate 90, Year Built: 1964, Year Reconstructed: 1993, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 700 (year 1997), Truck Traffic: 12%, Average Future Daily Traffic: 1,106 (year 2027), Design Load: H 20, Features Intersected: COMB I 90 & CSX/MBTA, Facility Carried by Structure: HWY ST JAMES ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 205.669, Lanes on structure: 2, Lanes under structure: 8, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.50m (27.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Bridge Improvement Cost: $2,914,000, Roadway Improvement Cost: $292,000, Total Project Cost: $4,372,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N120144R8MTANBI, Location: AT INT 17 S31 (Lat: 42.356606, Lng: -71.184203), Route carried "on" structure: Interstate 90, Year Built: 1964, Year Reconstructed: 1995, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 13,600 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 21,478 (year 2027), Design Load: HS 20, Features Intersected: COMB I 90 & CSX/MBTA, Facility Carried by Structure: HWY WASHNGTON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 205.508, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 25.1m (82.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.80m (22.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $610,000, Roadway Improvement Cost: $62,000, Total Project Cost: $916,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N120154QXMTANBI, Location: AT INT 16 S17 (Lat: 42.347544, Lng: -71.229292), Route carried "on" structure: Interstate 90, Year Built: 1964, Year Reconstructed: 1996, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 13,600 (year 1997), Truck Traffic: 1%, Average Future Daily Traffic: 21,478 (year 2027), Design Load: HS 20, Features Intersected: COMB I 90 & CSX/MBTA, Facility Carried by Structure: ST 16 EB/PUTNAM ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 201.645, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.2m (66.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.50m (21.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $1,588,000, Roadway Improvement Cost: $159,000, Total Project Cost: $2,383,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N120164R6MTANBI, Location: AT INT 17 S28 (Lat: 42.355875, Lng: -71.188547), Route carried "on" structure: Interstate 90, Year Built: 1964, Year Reconstructed: 1995, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 13,600 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 21,478 (year 2027), Design Load: HS 20, Features Intersected: COMB I 90 & CSX/MBTA, Facility Carried by Structure: HWY CENTRE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 205.025, Lanes on structure: 4, Lanes under structure: 8, Owner: State Toll Authority, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Bridge Improvement Cost: $580,000, Roadway Improvement Cost: $59,000, Total Project Cost: $871,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N120174R5MTANBI, Location: .3 MI S. CHARLES RV S26 (Lat: 42.355419, Lng: -71.190644), Route carried "on" structure: Interstate 90, Year Built: 1964, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 7,700 (year 1997), Truck Traffic: 1%, Average Future Daily Traffic: 12,161 (year 2027), Design Load: HS 20, Features Intersected: COMB I 90 & CSX/MBTA, Facility Carried by Structure: HWY CHURCH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 204.864, Lanes on structure: 4, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $2,260,000, Roadway Improvement Cost: $227,000, Total Project Cost: $3,391,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N120194R4MTANBI, Location: .5 MI S. CHARLES RV S25 (Lat: 42.353608, Lng: -71.197364), Route carried "on" structure: Interstate 90, Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 3,000 (year 1997), Truck Traffic: 1%, Average Future Daily Traffic: 4,738 (year 2027), Design Load: H 20, Features Intersected: COMB I 90 & CSX/MBTA, Facility Carried by Structure: HWY LEWIS TER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 204.381, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.9m (42.3ft) 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $1,239,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,859,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N120204R3MTANBI, Location: .5 MI S. CHARLES RV S24 (Lat: 42.352169, Lng: -71.202481), Route carried "on" structure: Interstate 90, Year Built: 1964, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 700 (year 1997), Truck Traffic: 1%, Average Future Daily Traffic: 1,106 (year 2027), Design Load: H 20, Features Intersected: COMB I 90 & CSX/MBTA, Facility Carried by Structure: HWY HARVARD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 203.898, Lanes on structure: 2, Lanes under structure: 6, Owner: State Agenciy, Approaching Roadway Width: 8.5m (27.9ft), Skew: 8 degrees, Material/Design: Steel, 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: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $1,267,000, Roadway Improvement Cost: $127,000, Total Project Cost: $1,901,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N120214R2MTANBI, Location: .5 MI S. CHARLES RV S23 (Lat: 42.351006, Lng: -71.207689), Route carried "on" structure: Interstate 90, Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 13,600 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 21,478 (year 2027), Design Load: HS 20, Features Intersected: COMB I 90 & CSX/MBTA, Facility Carried by Structure: HWY WALNUT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 203.416, Lanes on structure: 4, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 28 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 3.5m (11.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 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: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $1,793,000, Roadway Improvement Cost: $180,000, Total Project Cost: $2,690,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N120224R1MTANBI, Location: .5 MI S. CHARLES RV S22 (Lat: 42.350403, Lng: -71.211417), Route carried "on" structure: Interstate 90, Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 3,000 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 4,738 (year 2027), Design Load: H 20, Features Intersected: COMB I 90 & CSX/MBTA, Facility Carried by Structure: HWY LOWELL AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 203.094, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 10.4m (34.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $797,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,196,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N120254R0MTANBI, Location: .5 MI W. ARMORY S19 (Lat: 42.347906, Lng: -71.225469), Route carried "on" structure: Interstate 90, Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 7,700 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 12,161 (year 2027), Design Load: HS 25, Features Intersected: COMB I 90 & CSX/MBTA, Facility Carried by Structure: HWY CHESTNUT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 201.967, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 15.9m (52.2ft) 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $494,000, Roadway Improvement Cost: $50,000, Total Project Cost: $742,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N120264QYMTANBI, Location: .1 MI S. ST16 S18 (Lat: 42.347775, Lng: -71.227197), Route carried "on" structure: Interstate 90, Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 700 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 1,106 (year 2027), Design Load: H 20, Features Intersected: COMB I 90 & CSX/MBTA, Facility Carried by Structure: HWY HIGHLAND ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 201.806, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.5m (44.3ft) 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $704,000, Roadway Improvement Cost: $71,000, Total Project Cost: $1,057,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N120274QWMTANBI, Location: AT INT 16 S16 (Lat: 42.347247, Lng: -71.232467), Route carried "on" structure: Interstate 90, Year Built: 1964, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 13,600 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 21,478 (year 2027), Design Load: HS 20, Features Intersected: COMB I 90 & CSX/MBTA, Facility Carried by Structure: ST 16 WB/WSHGTN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 201.340, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), 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: 2.4m (7.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $1,169,000, Roadway Improvement Cost: $117,000, Total Project Cost: $1,754,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N120294QRMTANBI, Location: .4 MI W. INT 16 S14 (Lat: 42.346394, Lng: -71.242544), Route carried "on" structure: Interstate 90, Year Built: 1964, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 13,600 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 21,478 (year 2027), Design Load: HS 20, Features Intersected: COMB I 90 & CSX/MBTA, Facility Carried by Structure: ST 30 COMM AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 200.519, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 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: 5.80m (19.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Bridge Improvement Cost: $597,000, Roadway Improvement Cost: $60,000, Total Project Cost: $896,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N120294QTMTANBI, Location: .4 MI W. INT 16 S14 B (Lat: 42.346406, Lng: -71.242397), Route carried "on" structure: Interstate 90, Year Built: 1964, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 700 (year 1997), Truck Traffic: 1%, Average Future Daily Traffic: 1,106 (year 2027), Design Load: HS 20, Features Intersected: COMB I 90 & CSX/MBTA, Facility Carried by Structure: ST 30 WB SERVCE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 200.599, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.80m (19.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Bridge Improvement Cost: $1,566,000, Roadway Improvement Cost: $157,000, Total Project Cost: $2,350,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N120304QQMTANBI, Location: .1 MI S. ST 30 S13 (Lat: 42.345892, Lng: -71.247014), Route carried "on" structure: Interstate 90, Year Built: 1964, Year Reconstructed: 1995, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 3,000 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 4,738 (year 2027), Design Load: HS 20, Features Intersected: COMB I 90 & CSX/MBTA, Facility Carried by Structure: HWY AUBURN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 200.036, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 19.0m (62.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Bridge Improvement Cost: $294,000, Roadway Improvement Cost: $30,000, Total Project Cost: $442,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N120314QPMTANBI, Location: .2 MI E. CHARLES RV S12 (Lat: 42.344742, Lng: -71.252342), Route carried "on" structure: Interstate 90, Year Built: 1964, Year Reconstructed: 1995, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 700 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 1,106 (year 2027), Design Load: H 20, Features Intersected: COMB I 90 & CSX/MBTA, Facility Carried by Structure: HWY WOODLAND RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 199.553, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Very 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $1,237,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,856,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N120324TUMBTNBI, Location: 0.28 MI NOTH OF RTE 9 (Lat: 42.326467, Lng: -71.166078), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1939, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 3,000 (year 1997), Truck Traffic: 1%, Average Future Daily Traffic: 4,738 (year 2027), Design Load: H 20, Features Intersected: TR GREEN LINE D, Facility Carried by Structure: HWY HAMMOND ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2006, Critical Feature Inspection Date: November 2006, Bridge Improvement Cost: $1,151,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,727,000 ( Estimate for 2006), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: N120334TVMBTNBI, Location: OVER GREEN LINE (Lat: 42.329514, Lng: -71.191625), Route carried "on" structure: City street , Year Built: 1907, Year Reconstructed: 1959, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 3,000 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 4,738 (year 2027), Design Load: H 20, Features Intersected: TR GREEN LINE D, Facility Carried by Structure: HWY LANGLEY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.8 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: Better than present minimum criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2006, Critical Feature Inspection Date: September 2006, Bridge Improvement Cost: $523,000, Roadway Improvement Cost: $53,000, Total Project Cost: $785,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: N120344TWMBTNBI, Location: OVER GREEN LINE (Lat: 42.328814, Lng: -71.193953), Route carried "on" structure: City street , Year Built: 1907, Year Reconstructed: 1959, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 700 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 1,106 (year 2027), Features Intersected: TR GREEN LINE D, Facility Carried by Structure: HWY HERRICK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, 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: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.6 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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: $330,000, Roadway Improvement Cost: $34,000, Total Project Cost: $496,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: N120354TXMBTNBI, Location: OVER GREEN LINE (Lat: 42.328283, Lng: -71.195069), Route carried "on" structure: City street , Year Built: 1907, Year Reconstructed: 1959, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 7,700 (year 1997), Truck Traffic: 4%, Average Future Daily Traffic: 12,161 (year 2027), Features Intersected: TR GREEN LINE D, Facility Carried by Structure: HWY CYPRESS ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $198,000, Roadway Improvement Cost: $20,000, Total Project Cost: $298,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: N120364TYMBTNBI, Location: BETWEEN NORWOOD & PAUL ST (Lat: 42.326725, Lng: -71.197956), Route carried "on" structure: City street , Year Built: 1907, Year Reconstructed: 1961, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 13,600 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 21,478 (year 2027), Design Load: H 20, Features Intersected: TR GREEN LINE D, Facility Carried by Structure: HWY CENTRE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 7 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 58.4 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: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $420,000, Roadway Improvement Cost: $43,000, Total Project Cost: $631,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N120374U0MBTNBI, Location: OVER GREEN LINE (Lat: 42.324344, Lng: -71.202461), Route carried "on" structure: City street , Year Built: 1906, Year Reconstructed: 1959, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 700 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 1,106 (year 2028), Design Load: H 20, Features Intersected: TR GREEN LINE D, Facility Carried by Structure: HWY ROGERS ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.7 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $28,000, Total Project Cost: $410,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: N120384U1MBTNBI, Location: OVER GREEN LINE (Lat: 42.323178, Lng: -71.204606), Route carried "on" structure: City street , Year Built: 1906, Year Reconstructed: 1959, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 700 (year 1997), Truck Traffic: 4%, Average Future Daily Traffic: 1,106 (year 2027), Design Load: H 15, Features Intersected: TR GREEN LINE D, Facility Carried by Structure: HWY HYDE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 40.0 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2006, Critical Feature Inspection Date: January 2006, Bridge Improvement Cost: $814,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,222,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: N120394U2MBTNBI, Location: OVER GREEN LINE (Lat: 42.321408, Lng: -71.206628), Route carried "on" structure: City street , Year Built: 1906, Year Reconstructed: 1963, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 13,600 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 21,478 (year 2027), Design Load: H 20, Features Intersected: TR GREEN LINE D, Facility Carried by Structure: HWY WALNUT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.9 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $11,000, Total Project Cost: $157,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: N120402EEMHDNBI, Location: 2.3 KM ELY RT 128 (Lat: 42.319008, Lng: -71.209128), Route carried "on" structure: State highway 9, Year Built: 1905, Year Reconstructed: 1960, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 110,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 173,723 (year 2028), Design Load: H 20, Features Intersected: TR GREEN LINE D Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 206.119, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 27.4m (89.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 52.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2007, Critical Feature Inspection Date: July 2007, Bridge Improvement Cost: $881,000, Roadway Improvement Cost: $89,000, Total Project Cost: $1,322,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: N120414U3MBTNBI, Location: OVER GREEN LINE (Lat: 42.326017, Lng: -71.231578), Route carried "on" structure: City street , Year Built: 1850, Year Reconstructed: 1917, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 7,700 (year 1997), Truck Traffic: 4%, Average Future Daily Traffic: 12,161 (year 2027), Design Load: H 20, Features Intersected: TR GREEN LINE D, Facility Carried by Structure: HWY BEACON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.6 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: Meets minimum limits, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $333,000, Roadway Improvement Cost: $34,000, Total Project Cost: $500,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: N120424U4MBTNBI, Location: OVER GREEN LINE (Lat: 42.333450, Lng: -71.245294), Route carried "on" structure: State highway 16, Year Built: 1850, Year Reconstructed: 1976, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 13,600 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 21,478 (year 2028), Design Load: H 20, Features Intersected: TR GREEN LINE D Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Agenciy, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), 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: 56.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.6 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: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $38,000, Roadway Improvement Cost: $4,000, Total Project Cost: $58,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: N120482EGMHDNBI, Location: 0.35 MI ELY RT 128 (Lat: 42.316889, Lng: -71.227556), Route carried "on" structure: State highway 9, Year Built: 1932, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 55,800 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 88,125 (year 2027), Design Load: H 20, Features Intersected: HWY QUINOBEQUIN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 204.587, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Superstructure: Satisfactory, Substructure: Good, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $601,000, Roadway Improvement Cost: $61,000, Total Project Cost: $902,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N120492EFMHDNBI, Location: 0.4 MI ELY RT 128 (Lat: 42.317008, Lng: -71.226394), Route carried "on" structure: State highway 9, Year Built: 1932, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 57,200 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 90,336 (year 2027), Design Load: H 20, Features Intersected: HWY CHESTNUT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 204.685, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Superstructure: Fair, Substructure: Good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.7 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: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $569,000, Roadway Improvement Cost: $57,000, Total Project Cost: $854,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N120512EDMHDNBI, Location: 1.5 MI ELY RT 128 (Lat: 42.319031, Lng: -71.206933), Route carried "on" structure: State highway 9, Year Built: 1932, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 53,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 83,703 (year 2027), Design Load: H 20, Features Intersected: HWY CENTRE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 206.264, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.3 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: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,013,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,520,000 ( 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: N120522ECMHDNBI, Location: 3.3 MI ELY RT 128 (Lat: 42.321019, Lng: -71.172958), Route carried "on" structure: State highway 9, Year Built: 1933, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 48,700 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 76,912 (year 2027), Design Load: H 20, Features Intersected: HWY HAMMOND POND PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Superstructure: Fair, Substructure: Fair, Operating Rating: 42.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,264,000, Roadway Improvement Cost: $127,000, Total Project Cost: $1,897,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N120532LGMHDNBI, Location: 2.1 MI. EAST RTE. 128 (Lat: 42.318803, Lng: -71.194925), Route carried "on" structure: City street , Year Built: 1932, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 22,800 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 36,008 (year 2028), Features Intersected: ST 9 BOYLSTON ST, Facility Carried by Structure: HWY PARKER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.310, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $719,000, Roadway Improvement Cost: $72,000, Total Project Cost: $1,079,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular Massachusetts forum Back to: Newton, MA, Massachusetts, All US cities.
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