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Bridge Statistics for Southborough, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Southborough, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 21 Total length: 66 meters (217ft) Total costs: $27,430,000 Total average daily traffic: 887,069 Total average daily truck traffic: 103,031 National Bridge Inventory (NBI) Registered Bridges for Southborough
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: S2000423HMHD634, Location: .7 MI. NRTH. OF RTE.9 (Lat: 42.301944, Lng: -71.517319), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 1995, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,300 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 2,053 (year 2028), Design Load: HS 20, Features Intersected: RR CSX, Facility Carried by Structure: HWY WHITE BGLY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $35,000, Total Project Cost: $511,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: S2000523JMHD634, Location: 0.9 MI NORTH OF RT 30 (Lat: 42.318981, Lng: -71.530278), Route carried "on" structure: State highway 85, Year Built: 1994, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 7,500 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 11,845 (year 2027), Design Load: HS 20, Features Intersected: RR CSX Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.923, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.3 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: Better than present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $139,000, Roadway Improvement Cost: $14,000, Total Project Cost: $209,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: S2000623KMHD634, Location: .1MI. E. OF I 290 (Lat: 42.314381, Lng: -71.564172), Route carried "on" structure: City street , Year Built: 1900, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 6,000 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 9,476 (year 2028), Features Intersected: RR CSX, Facility Carried by Structure: HWY NORTHBORO RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.5 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 corrective action, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $383,000 ( Estimate for 2006), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: S2001423LMHD634, Location: .6 MI.WST.OF ST-85 (Lat: 42.266078, Lng: -71.536472), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1994, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 700 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 1,106 (year 2028), Design Load: HS 20, Features Intersected: RR CSX, Facility Carried by Structure: HWY BRIDGE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2007, Critical Feature Inspection Date: August 2007, Bridge Improvement Cost: $546,000, Roadway Improvement Cost: $55,000, Total Project Cost: $820,000 ( Estimate for 2006), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: S20015207MHDNBI, Location: 2 MILES EAST OF I-495 (Lat: 42.291556, Lng: -71.527303), Route carried "on" structure: State highway 85, Year Built: 1930, Year Reconstructed: 1989, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 11,800 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 18,636 (year 2028), Design Load: H 20, Features Intersected: ST 9 TURNPIKE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.817, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $756,000, Roadway Improvement Cost: $76,000, Total Project Cost: $1,135,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: S200164D0MDCNBI, Location: SUDBURY RESERVOIR (Lat: 42.303856, Lng: -71.514486), Route carried "on" structure: State highway 30, Year Built: 1895, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 7,200 (year 1997), Truck Traffic: 1%, Average Future Daily Traffic: 11,371 (year 2028), Features Intersected: WATER SUDBURY RESERVOIR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.708, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.1m (72.5ft) Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 89.8 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, 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 24 months, Inspection Date: September 2007, Underwater Inspection Date: October 2006 Find on map >>
Structure Number: S200171U7MHDNBI, Location: 1.25 MILES NO OF STATE 9 (Lat: 42.307286, Lng: -71.566194), Route carried "on" structure: Interstate 495, Year Built: 1962, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 45,000 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 71,068 (year 2028), Design Load: H 20, Features Intersected: ST 30 MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.910, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 38.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,130,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,696,000 ( 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: S200171U8MHDNBI, Location: 1.25 MILES NO. OF STATE 9 (Lat: 42.307242, Lng: -71.566450), Route carried "on" structure: Interstate 495, Year Built: 1962, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 45,000 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 71,068 (year 2028), Design Load: H 20, Features Intersected: ST 30 MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.910, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 38.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,069,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,604,000 ( 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: S200181U9MHDNBI, Location: 1.5 MI. NORTH OF ST-9 (Lat: 42.313692, Lng: -71.567500), Route carried "on" structure: Interstate 495, Year Built: 1962, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 77,500 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 122,396 (year 2027), Design Load: H 20, Features Intersected: COMB MDC AQUEDUCT & CSX Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.618, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.80m (32.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $2,992,000, Roadway Improvement Cost: $300,000, Total Project Cost: $4,489,000 ( 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: S200181UAMHDNBI, Location: 1.5 MI. NORTH OF ST-9 (Lat: 42.313661, Lng: -71.569444), Route carried "on" structure: Interstate 495, Year Built: 1962, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 77,500 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 122,396 (year 2027), Design Load: H 20, Features Intersected: COMB MDC AQUEDUCT & CSX Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.618, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.30m (33.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $3,144,000, Roadway Improvement Cost: $315,000, Total Project Cost: $4,717,000 ( 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: S200191UBMHDNBI, Location: .5 MILES NORTH OF MAIN ST (Lat: 42.314989, Lng: -71.569308), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 85,000 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 134,240 (year 2028), Design Load: H 20, Features Intersected: HWY NORTHBORO RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.843, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2007, Other Special Inspection Date: May 2007, Bridge Improvement Cost: $1,099,000, Roadway Improvement Cost: $110,000, Total Project Cost: $1,649,000 ( 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: S200191UCMHDNBI, Location: .5 MI. NORTH OF MAIN ST (Lat: 42.314894, Lng: -71.569539), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 85,000 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 134,240 (year 2028), Design Load: H 20, Features Intersected: HWY NORTHBORO RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.843, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $984,000, Roadway Improvement Cost: $99,000, Total Project Cost: $1,477,000 ( 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: S200201YTMHDNBI, Location: .2MI. E. OF I-495 (Lat: 42.307428, Lng: -71.559258), Route carried "on" structure: State highway 30, Year Built: 1962, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 9,000 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 14,214 (year 2028), Design Load: H 20, Features Intersected: WATER WACH AQUEDUCT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.415, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2007, Underwater Inspection Date: March 2008, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $5,000, Total Project Cost: $64,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: S200224NRMTANBI, Location: .6MI.W. ST85 L6 (Lat: 42.275069, Lng: -71.536486), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1986, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 68,385 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 108,000 (year 2028), Design Load: HS 20, Features Intersected: HWY PARKERVILLE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 173.965, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.5m (54.1ft), Skew: 12 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-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.2m (56.4ft) 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,172,000, Roadway Improvement Cost: $118,000, Total Project Cost: $1,759,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: S200224NTMTANBI, Location: .6MI. W. ST85 L6 (Lat: 42.275281, Lng: -71.536461), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1986, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 68,385 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 108,000 (year 2028), Design Load: HS 20, Features Intersected: HWY PARKERVILLE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 173.965, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), 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: 17.2m (56.4ft) Condition: Deck: Satisfactory, 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $10,000, Total Project Cost: $136,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: S200234NPMTANBI, Location: .5 MI S. ST 9 L7 (Lat: 42.277931, Lng: -71.525647), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1986, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 68,385 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 108,000 (year 2028), Design Load: HS 20, Features Intersected: ST 85 CORDAVILLE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.931, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.5m (54.1ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Fair, 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $2,612,000, Roadway Improvement Cost: $262,000, Total Project Cost: $3,919,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: S200234NQMTANBI, Location: .5 MI.S.ST 9 L7 (Lat: 42.278111, Lng: -71.525733), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1986, Status: Open, Structure Length: 3.34m (10.96ft), Average Daily Traffic: 42,644 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 67,348 (year 2027), Design Load: HS 20, Features Intersected: ST 85 CORDAVILLE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.931, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.5m (54.1ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.2m (56.4ft) 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,106,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,660,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: S200244NMMTANBI, Location: .6 MI.E.ST85 L8 (Lat: 42.280467, Lng: -71.515639), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1986, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 68,385 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 108,000 (year 2028), Design Load: HS 20, Features Intersected: HWY WOODLAND RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 175.896, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Fair, Superstructure: Good, 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $41,000, Total Project Cost: $601,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: S200244NNMTANBI, Location: .6 MI.E.ST85 L8 (Lat: 42.280669, Lng: -71.515639), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1986, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 68,385 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 108,000 (year 2028), Design Load: HS 20, Features Intersected: HWY WOODLAND RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 175.896, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Fair, Superstructure: Good, 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $41,000, Total Project Cost: $601,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: S20015207MHDNBI, Location: ST 85/ST 9 (Lat: 42.300000, Lng: -71.533333), Route carried "under" structure: State highway 9, Year Built: 1930, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 6,000 (year 0 ), Features Intersected: ST 9 EB, Facility Carried by Structure: ST 85 CRDVILLE RD Minimum Vertical Clearance: 4.19m (13.75ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: S20015207MHDNBI, Location: ST 85/ST 9 (Lat: 42.300000, Lng: -71.533333), Route carried "under" structure: State highway 9, Year Built: 1930, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 38,000 (year 0 ), Features Intersected: ST 9 WB, Facility Carried by Structure: ST 85 CRDVILLE RD Minimum Vertical Clearance: 4.19m (13.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Discuss this city on our hugely popular Massachusetts forum Back to: Southborough, MA, Massachusetts, All US cities.
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