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Bridge Statistics for Marlborough, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Marlborough, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 28 Total length: 168 meters (551ft) Total costs: $31,033,000 Total average daily traffic: 1,085,470 Total average daily truck traffic: 121,334 National Bridge Inventory (NBI) Registered Bridges for Marlborough
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: M06003253MUNNBI, Location: .2 MI NE OF NORTHBORO (Lat: 42.346747, Lng: -71.615092), Route carried "on" structure: City street , Year Built: 1938, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 2,600 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 4,106 (year 2027), Design Load: H 20, Features Intersected: WATER ASSABET RIVER, Facility Carried by Structure: HWY ROBIN HLL ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 2.40m (7.87ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 36 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2006, Underwater Inspection Date: November 2006, Other Special Inspection Date: August 2007, Bridge Improvement Cost: $834,000, Roadway Improvement Cost: $84,000, Total Project Cost: $1,252,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M06004254MUNNBI, Location: 100 FT. S.E. OF NTBRO T.L (Lat: 42.341736, Lng: -71.616464), Route carried "on" structure: City street , Year Built: 1939, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 4,400 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 6,949 (year 2027), Design Load: H 20, Features Intersected: WATER ASSABET RIVER, Facility Carried by Structure: HWY BOUNDARY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Poor, Superstructure: Critical, Substructure: Poor, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 6 months, Underwater Inspection Frequency: Every 36 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: August 2006, Underwater Inspection Date: November 2006, Other Special Inspection Date: Febuary 2008, Bridge Improvement Cost: $865,000, Roadway Improvement Cost: $87,000, Total Project Cost: $1,298,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M060061K9MUNNBI, Location: .2 MI. E. OF BOUNDARY ST. (Lat: 42.340678, Lng: -71.606853), Route carried "on" structure: City street , Year Built: 1920, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 650 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 1,027 (year 2028), Features Intersected: WATER MILLHAM BROOK, Facility Carried by Structure: HWY MILLHAM ST Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $20,000, Total Project Cost: $290,000 ( Estimate for 2006) Find on map >>
Structure Number: M06007281MHDNBI, Location: .1MI. N.W. OF I-290 (Lat: 42.367200, Lng: -71.594411), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 4.22m (13.85ft), Average Daily Traffic: 98,000 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 154,771 (year 2028), Design Load: H 20, Features Intersected: HWY N ROBIN HILL ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.200, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.3m (66.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 45.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.0 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: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,313,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,970,000 ( 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: M06007282MHDNBI, Location: .1MI. N.W. OF I-290 (Lat: 42.366942, Lng: -71.594561), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 3.83m (12.57ft), Average Daily Traffic: 98,000 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 154,771 (year 2028), Design Load: H 20, Features Intersected: HWY N ROBIN HILL ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.200, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.4m (60.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.4 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: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,191,000, Roadway Improvement Cost: $120,000, Total Project Cost: $1,787,000 ( 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: M06008217MHDNBI, Location: .6 MI.STH.OF US20 (Lat: 42.332803, Lng: -71.576028), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 3,000 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 4,738 (year 2028), Design Load: H 20, Features Intersected: I 495, Facility Carried by Structure: HWY FOREST ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Operating Rating: 49.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.70m (25.26ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2007, Other Special Inspection Date: April 2008, Bridge Improvement Cost: $2,090,000, Roadway Improvement Cost: $210,000, Total Project Cost: $3,136,000 ( 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: M060091L4MHDNBI, Location: 1.8 MI.E.OF NORTHBORO TL. (Lat: 42.341214, Lng: -71.575936), Route carried "on" structure: State highway 20, Year Built: 1962, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 36,400 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 57,487 (year 2027), Design Load: H 20, Features Intersected: I 495 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 204.521, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $2,822,000, Roadway Improvement Cost: $283,000, Total Project Cost: $4,234,000 ( 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: M060091L5MHDNBI, Location: 1.8 MI.E.OF NORTHBORO TL. (Lat: 42.341214, Lng: -71.575936), Route carried "on" structure: State highway 20, Year Built: 1962, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 34,000 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 53,696 (year 2027), Design Load: H 20, Features Intersected: I 495 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 204.521, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $2,822,000, Roadway Improvement Cost: $283,000, Total Project Cost: $4,234,000 ( 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: M06010298MHDNBI, Location: 0.5 MI N RT 20 (Lat: 42.347219, Lng: -71.576444), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 2.39m (7.84ft), Average Daily Traffic: 10,400 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 16,425 (year 2028), Design Load: H 20, Features Intersected: I 495 SB, Facility Carried by Structure: HWY ELM ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $643,000, Roadway Improvement Cost: $65,000, Total Project Cost: $965,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: M06010299MHDNBI, Location: 0.5 MI N RT 20 (Lat: 42.347225, Lng: -71.576183), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 2.39m (7.84ft), Average Daily Traffic: 10,400 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 16,425 (year 2028), Design Load: H 20, Features Intersected: I 495 NB, Facility Carried by Structure: HWY ELM ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $643,000, Roadway Improvement Cost: $65,000, Total Project Cost: $965,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: M0601227YMHDNBI, Location: .5 MI. S. OF I-290 (Lat: 42.358842, Lng: -71.586114), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 84,600 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 133,609 (year 2028), Design Load: H 20, Features Intersected: HWY BERLIN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.057, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 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: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $617,000, Roadway Improvement Cost: $62,000, Total Project Cost: $926,000 ( 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: M06012280MHDNBI, Location: 0.5 MI S. I-290 (Lat: 42.358906, Lng: -71.586508), Route carried "on" structure: Interstate 495, Year Built: 1963, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 84,600 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 133,609 (year 2028), Design Load: H 20, Features Intersected: HWY BERLIN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.057, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 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: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $617,000, Roadway Improvement Cost: $62,000, Total Project Cost: $926,000 ( 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: M060141TUMHDNBI, Location: .5 MI E. OF SOLOMON PD RD (Lat: 42.352358, Lng: -71.614503), Route carried "on" structure: Interstate 290, Year Built: 1968, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 71,200 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 112,446 (year 2028), Design Load: HS 20, Features Intersected: WATER ASSABET RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.226, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 58.8m (192.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2007, Underwater Inspection Date: December 2003 Find on map >>
Structure Number: M060151TVMHDNBI, Location: .1 M WEST OF I-495 (Lat: 42.361119, Lng: -71.597275), Route carried "on" structure: Interstate 290, Year Built: 1968, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 35,000 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 55,276 (year 2028), Design Load: HS 20, Features Intersected: HWY BIGELOW ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.832, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $299,000, Roadway Improvement Cost: $30,000, Total Project Cost: $449,000 ( 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: M060151TWMHDNBI, Location: .1MI. W. OF I-495 (Lat: 42.361275, Lng: -71.597439), Route carried "on" structure: Interstate 290, Year Built: 1968, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 35,000 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 55,276 (year 2028), Design Load: HS 20, Features Intersected: HWY BIGELOW ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.832, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $733,000, Roadway Improvement Cost: $74,000, Total Project Cost: $1,100,000 ( 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: M060161TXMHDNBI, Location: 2 MILES NORTH OF ROUTE 20 (Lat: 42.362953, Lng: -71.590750), Route carried "on" structure: Interstate 290, Year Built: 1968, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 72,000 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 113,710 (year 2028), Design Load: H 20, Features Intersected: I 495 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.701, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.30m (27.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $747,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,121,000 ( 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: M060161TYMHDNBI, Location: 2 MILES NORTH OF ROUTE 20 (Lat: 42.363114, Lng: -71.590917), Route carried "on" structure: Interstate 290, Year Built: 1968, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 72,000 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 113,710 (year 2028), Design Load: H 20, Features Intersected: I 495 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.701, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.30m (27.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $2,638,000, Roadway Improvement Cost: $264,000, Total Project Cost: $3,958,000 ( 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: M0601828VMHDNBI, Location: 1 MI E RT 495 (Lat: 42.369475, Lng: -71.576839), Route carried "on" structure: State highway 290, Year Built: 1978, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 26,200 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 41,378 (year 2028), Design Load: HS 20+Mod, Features Intersected: HWY PLEASANT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $15,000, Total Project Cost: $217,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: M0601927EMHDNBI, Location: .2 MILES EAST OF 495 (Lat: 42.364483, Lng: -71.587103), Route carried "on" structure: Ramp Interstate 290, Year Built: 1978, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 42,500 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 67,120 (year 2028), Design Load: HS 20+Mod, Features Intersected: HWY WB CONNECTOR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $980,000, Roadway Improvement Cost: $99,000, Total Project Cost: $1,471,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up Find on map >>
Structure Number: M06021AM0MHDNBI, Location: .6 MI NTH OF SOUTHBORO TL (Lat: 42.322222, Lng: -71.571944), Route carried "on" structure: Ramp Interstate 495, Year Built: 2000, Status: Open, Structure Length: 22.01m (72.21ft), Average Daily Traffic: 20,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 31,586 (year 2028), Design Load: HS 20, Features Intersected: I 495 & RAMP B Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, 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: M06022AM2MHDNBI, Location: .5 MI N. OF SOUTHBORO T.L (Lat: 42.320556, Lng: -71.571111), Route carried "on" structure: Ramp Interstate 495, Year Built: 2000, Status: Open, Structure Length: 17.59m (57.71ft), Average Daily Traffic: 20,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 31,586 (year 2028), Design Load: HS 20, Features Intersected: I 495 & RAMP D Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 48.5m (159.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: M06023AX4MUNNBI, Location: ENTRANCE TO SOL POND MALL, Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 29,120 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 45,989 (year 2027), Design Load: HS 20, Features Intersected: WATER ASSABET RIVER, Facility Carried by Structure: HWY DONALD LYNCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.856, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $489,000, Roadway Improvement Cost: $49,000, Total Project Cost: $734,000 ( 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: M06008217MHDNBI, Location: FOREST ST/I-495 (Lat: 42.333333, Lng: -71.583333), Route carried "under" structure: Interstate 495, Year Built: 1963, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 27,000 (year 0 ), Features Intersected: I 495 SB, Facility Carried by Structure: HWY FOREST ST Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft) Find on map >>
Structure Number: M06008217MHDNBI, Location: FOREST ST/I-495 (Lat: 42.333333, Lng: -71.583333), Route carried "under" structure: Interstate 495, Year Built: 1963, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 27,000 (year 0 ), Features Intersected: I 495 NB, Facility Carried by Structure: HWY FOREST ST Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft) Find on map >>
Structure Number: M060091L4MHDNBI, Location: US 20 EB/I-495 (Lat: 42.350000, Lng: -71.583333), Route carried "under" structure: Interstate 495, Year Built: 1962, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 27,000 (year 0 ), Features Intersected: I 495 NB, Facility Carried by Structure: US 20 Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Find on map >>
Structure Number: M060091L4MHDNBI, Location: US 20 EB/I-495 (Lat: 42.350000, Lng: -71.583333), Route carried "under" structure: Interstate 495, Year Built: 1962, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 27,000 (year 0 ), Features Intersected: I 495 SB, Facility Carried by Structure: US 20 Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Find on map >>
Structure Number: M06010298MHDNBI, Location: 000063 STATUTORY (Lat: 42.350000, Lng: -71.583333), Route carried "under" structure: Interstate 495, Year Built: 1963, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 43,700 (year 0 ), Features Intersected: I 495 NB, Facility Carried by Structure: HWY ELM ST Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft) Find on map >>
Structure Number: M06010299MHDNBI, Location: 000063 STATUTORY (Lat: 42.350000, Lng: -71.583333), Route carried "under" structure: Interstate 495, Year Built: 1963, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 43,700 (year 0 ), Features Intersected: I 495 SB, Facility Carried by Structure: HWY ELM ST Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft) Discuss this city on our hugely popular Massachusetts forum Back to: Marlborough, MA, Massachusetts, All US cities.
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