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Bridge Statistics for Blandford, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Blandford, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 15 Total length: 54 meters (177ft) Total costs: $5,340,000 Total average daily traffic: 88,396 Total average daily truck traffic: 2,376 National Bridge Inventory (NBI) Registered Bridges for Blandford
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: B140020C7MHDNBI, Location: 3.5 MI W OF RUSSELL TL (Lat: 42.178056, Lng: -72.946167), Route carried "on" structure: State highway 23, Year Built: 1931, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,100 (year 1997), Truck Traffic: 2%, Average Future Daily Traffic: 1,737 (year 2028), Features Intersected: WATER BEDLAM BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.868, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.8 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $146,000, Roadway Improvement Cost: $15,000, Total Project Cost: $220,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B140030C8MHDNBI, Location: 3.9 MI W OF RUSSELL TL (Lat: 42.175556, Lng: -72.951461), Route carried "on" structure: State highway 23, Year Built: 1930, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 1,100 (year 1997), Truck Traffic: 2%, Average Future Daily Traffic: 1,737 (year 2028), Features Intersected: WATER PEEBLE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.208, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $414,000, Roadway Improvement Cost: $42,000, Total Project Cost: $622,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B1400400KMUNNBI, Location: .3 MI W OF BLANDFORD TL (Lat: 42.180833, Lng: -72.888611), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 600 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 948 (year 2029), Design Load: H 20, Features Intersected: WATER FREELAND BROOK, Facility Carried by Structure: HWY RUSSEL STAGE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.508, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $13,000, Total Project Cost: $181,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B1400703EMUNNBI, Location: 0.2MI S OF N.BLAND. RD (Lat: 42.207222, Lng: -72.980833), Route carried "on" structure: City street , Year Built: 1984, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 200 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 316 (year 2027), Design Load: H 20, Features Intersected: WATER WHEELER BROOK, Facility Carried by Structure: HWY BLAIR RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.106, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2006, Underwater Inspection Date: August 2006, Bridge Improvement Cost: $149,000, Roadway Improvement Cost: $15,000, Total Project Cost: $224,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >>
Structure Number: B1401653UMUNNBI, Location: AT INTER. OF BLAIR RD. (Lat: 42.210117, Lng: -72.982500), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 400 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 632 (year 2027), Design Load: HS 20, Features Intersected: WATER PEEBLE BROOK, Facility Carried by Structure: HWY N BLNDFRD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $12,000, Total Project Cost: $172,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B1401703FMUNNBI, Location: 0.5MI S OF RT23 NEAR RES (Lat: 42.167306, Lng: -72.948889), Route carried "on" structure: City street , Year Built: 1930, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 170 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 268 (year 2029), Features Intersected: WATER POND BROOK, Facility Carried by Structure: HWY BEECH HLL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.152, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Superstructure: Good, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $131,000, Roadway Improvement Cost: $14,000, Total Project Cost: $197,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B140214G6MTANBI, Location: .1 MI E. BEAVER POND C1 (Lat: 42.226478, Lng: -72.972600), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1996, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 200 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 316 (year 2027), Design Load: H 20, Features Intersected: I 90, Facility Carried by Structure: HWY OLD CHSTR RD Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 42.003, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $936,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,405,000 ( 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: B140224G5MTANBI, Location: .1 MI W. SERVICE AREA C2 (Lat: 42.197992, Lng: -72.937778), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1994, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 800 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 1,263 (year 2027), Design Load: H 20, Features Intersected: I 90, Facility Carried by Structure: HWY NORTH ST Minimum Vertical Clearance: 4.36m (14.30ft), Kilometerpoint: 46.348, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: 8.30m (27.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $1,103,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,655,000 ( 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: B140234G3MTANBI, Location: AT DWTN BLANDFORD C3 (Lat: 42.182639, Lng: -72.921486), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1990, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 21,613 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 34,133 (year 2028), Design Load: HS 20, Features Intersected: HWY RUSSELL STAGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.440, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: 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: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $12,000, Total Project Cost: $172,000 ( 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: B140234G4MTANBI, Location: AT DWTN BLANDFORD C3 (Lat: 42.182608, Lng: -72.921094), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1990, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 21,613 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 34,133 (year 2028), Design Load: HS 20, Features Intersected: HWY RUSSELL STAGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.440, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: 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: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $12,000, Total Project Cost: $172,000 ( 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: B14024AQYMUNNBI, Location: @ SECOND DIVISION RD (Lat: 42.181111, Lng: -72.892472), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 600 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 948 (year 2027), Design Load: HS 20, Features Intersected: WATER STAGE BROOK, Facility Carried by Structure: HWY RUSSEL STAGE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum 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: August 2006, Bridge Improvement Cost: $213,000, Roadway Improvement Cost: $22,000, Total Project Cost: $320,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B140214G6MTANBI, Location: 0.1 M S CHESTER RD (Lat: 42.233333, Lng: -72.966667), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 10,000 (year 0 ), Features Intersected: I 90 EB, Facility Carried by Structure: HWY OLD CHSTR RD Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 42.003, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: B140214G6MTANBI, Location: .1MI.S.CHESTER RD (Lat: 42.233333, Lng: -72.966667), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 10,000 (year 0 ), Features Intersected: I 90 WB, Facility Carried by Structure: HWY OLD CHSTR RD Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 42.003, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: B140224G5MTANBI, Location: 0.1 MI N GORE RD (Lat: 42.200000, Lng: -72.933333), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 10,000 (year 0 ), Features Intersected: I 90 EB, Facility Carried by Structure: HWY NORTH ST Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 46.348, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: B140224G5MTANBI, Location: .1MI.N.GORE RD (Lat: 42.200000, Lng: -72.933333), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 10,000 (year 0 ), Features Intersected: I 90 WB, Facility Carried by Structure: HWY NORTH ST Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 46.348, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft) Discuss this city on our hugely popular Massachusetts forum Back to: Blandford, MA, Massachusetts, All US cities.
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