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Bridge Statistics for New Bedford, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: New Bedford, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 36 Total length: 239 meters (784ft) Total costs: $78,733,000 Total average daily traffic: 1,039,099 Total average daily truck traffic: 83,609 National Bridge Inventory (NBI) Registered Bridges for New Bedford
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: N060133NHMHDNBI, Location: .9 MI SE OF FREETOWN T.L. (Lat: 41.726717, Lng: -70.949542), Route carried "on" structure: State highway 140, Year Built: 1955, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 22,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 34,745 (year 2028), Design Load: H 20, Features Intersected: HWY BRALEY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.831, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, 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: August 2007, Bridge Improvement Cost: $1,144,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,717,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: N060133NJMHDNBI, Location: .9 MI SE OF FREETOWN T.L. (Lat: 41.726675, Lng: -70.949808), Route carried "on" structure: State highway 140, Year Built: 1964, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 22,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 34,745 (year 2028), Design Load: H 20, Features Intersected: HWY BRALEY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.831, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, 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: August 2007, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $19,000, Total Project Cost: $278,000 ( 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: N060143U2MHDNBI, Location: I 195 AT ST 140 (Lat: 41.652203, Lng: -70.954050), Route carried "on" structure: Interstate 195, Year Built: 1963, Status: Temporarily open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 32,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 50,538 (year 2027), Design Load: HS 20, Features Intersected: ST140 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.300, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), 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: 19.3m (63.3ft) Condition: Deck: Fair, Superstructure: Critical, Substructure: Poor, Operating Rating: 56.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2006, Other Special Inspection Date: November 2007, Bridge Improvement Cost: $1,964,000, Roadway Improvement Cost: $197,000, Total Project Cost: $2,947,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N060143U3MHDNBI, Location: I 195 AT ST 140 (Lat: 41.652414, Lng: -70.954292), Route carried "on" structure: Interstate 195, Year Built: 1963, Status: Temporarily open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 32,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 50,538 (year 2027), Design Load: HS 20, Features Intersected: ST140 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.300, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), 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: 18.8m (61.7ft) Condition: Deck: Fair, Superstructure: Serious, Substructure: Poor, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2006, Other Special Inspection Date: November 2007, Bridge Improvement Cost: $1,913,000, Roadway Improvement Cost: $192,000, Total Project Cost: $2,870,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N060153WRMHDNBI, Location: .5 MI E OF ST 140 (Lat: 41.652294, Lng: -70.943836), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 23,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 36,324 (year 2027), Design Load: HS 20, Features Intersected: I 195, Facility Carried by Structure: HWY SHAWMUT AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 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: Equal to present desirable criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $1,789,000, Roadway Improvement Cost: $179,000, Total Project Cost: $2,684,000 ( 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: N060163XWMHDNBI, Location: .7 MI E OF ST 140 (Lat: 41.652892, Lng: -70.940056), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 1,600 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 2,527 (year 2028), Design Load: HS 20, Features Intersected: I 195, Facility Carried by Structure: HWY HIGHLAND ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.5m (44.3ft) 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $730,000, Roadway Improvement Cost: $74,000, Total Project Cost: $1,096,000 ( 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: N060173XYMHDNBI, Location: .3 MI SW OF I 195 (Lat: 41.648222, Lng: -70.955756), Route carried "on" structure: Other road , Year Built: 1963, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 12,800 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 20,215 (year 2028), Design Load: H 20, Features Intersected: ST140, Facility Carried by Structure: HWY ROCKDALE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $910,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,366,000 ( 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: N060183NAMHDNBI, Location: .4 MI N OF I 195 (Lat: 41.657119, Lng: -70.953533), Route carried "on" structure: State highway 140, Year Built: 1963, Year Reconstructed: 2004, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 48,599 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 76,752 (year 2028), Design Load: H 20, Features Intersected: HWY HATHAWAY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 30.8m (101.0ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.2 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: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $2,529,000, Roadway Improvement Cost: $253,000, Total Project Cost: $3,794,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N060193XXMHDNBI, Location: .2 MI WEST OF ST 18 (Lat: 41.652956, Lng: -70.937736), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 7,200 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 11,371 (year 2028), Design Load: HS 20, Features Intersected: I 195, Facility Carried by Structure: HWY MNT PLSNT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.072, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 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: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.4m (44.0ft) 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.50m (21.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $1,003,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,505,000 ( 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: N060203TUMHDNBI, Location: I 195 AT ST 18 (Lat: 41.654444, Lng: -70.930000), Route carried "on" structure: Ramp Interstate 195, Year Built: 1965, Status: Open, Structure Length: 12.50m (41.01ft), Average Daily Traffic: 20,000 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 31,586 (year 2028), Design Load: HS 20, Features Intersected: OTHER RELIEF Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 40.554, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.60m (41.34ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2007, Other Special Inspection Date: October 2007, Bridge Improvement Cost: $1,935,000, Roadway Improvement Cost: $194,000, Total Project Cost: $2,903,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N060203TVMHDNBI, Location: I 195 AT ST 18 (Lat: 41.653333, Lng: -70.928889), Route carried "on" structure: Ramp Interstate 195, Year Built: 1965, Status: Open, Structure Length: 19.45m (63.81ft), Average Daily Traffic: 14,000 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 22,110 (year 2028), Design Load: HS 20, Features Intersected: COMB WELD ST & RELIEF Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 40.587, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 19.50m (63.98ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2007, Other Special Inspection Date: October 2007, Bridge Improvement Cost: $3,398,000, Roadway Improvement Cost: $340,000, Total Project Cost: $5,098,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N060203TYMHDNBI, Location: .1 MI W OF ST 18 (Lat: 41.654444, Lng: -70.929722), Route carried "on" structure: Interstate 195, Year Built: 1965, Status: Open, Structure Length: 10.35m (33.96ft), Average Daily Traffic: 56,500 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 89,230 (year 2028), Design Load: HS 20, Features Intersected: COMB CSX & PURCHASE ST Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 40.715, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 26.9m (88.3ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.40m (34.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $4,994,000, Roadway Improvement Cost: $500,000, Total Project Cost: $7,492,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N060203U0MHDNBI, Location: .1 MI W OF ST 18 (Lat: 41.653889, Lng: -70.931389), Route carried "on" structure: Interstate 195, Year Built: 1965, Status: Open, Structure Length: 14.02m (46.00ft), Average Daily Traffic: 56,500 (year 2003), Truck Traffic: 9%, Average Future Daily Traffic: 89,230 (year 2028), Design Load: HS 20, Features Intersected: HWY COUNTY&STATE STS Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 40.715, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 26.9m (88.3ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: 14.10m (46.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $6,771,000, Roadway Improvement Cost: $678,000, Total Project Cost: $10,157,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N060203U1MHDNBI, Location: .25 MI E OF PENNIMAN ST (Lat: 41.654167, Lng: -70.928611), Route carried "on" structure: Interstate 195, Year Built: 1965, Status: Open, Structure Length: 15.26m (50.07ft), Average Daily Traffic: 46,300 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 73,122 (year 2028), Design Load: HS 20, Features Intersected: ST 18 ASHLEY BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.393, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 26.9m (88.3ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: 15.30m (50.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $7,347,000, Roadway Improvement Cost: $735,000, Total Project Cost: $11,021,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N060213TXMHDNBI, Location: .4 MI W OF FAIRHVN T.L. (Lat: 41.654456, Lng: -70.925600), Route carried "on" structure: Interstate 195, Year Built: 1966, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 56,500 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 89,230 (year 2028), Design Load: H 20, Features Intersected: HWY N FRONT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.554, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 32.6m (107.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $932,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,399,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N060223TWMHDNBI, Location: .4 MI W OF FAIHVN T L (Lat: 41.654581, Lng: -70.924122), Route carried "on" structure: Interstate 195, Year Built: 1965, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 83,300 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 131,556 (year 2027), Design Load: HS 20, Features Intersected: HWY BELLEVILLE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.876, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.9m (98.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 56.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, 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, Inspection Date: July 2006, Bridge Improvement Cost: $926,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,390,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N060233PKMHDNBI, Location: .1 MI S OF I 195 (Lat: 41.651292, Lng: -70.928558), Route carried "on" structure: State highway 18, Year Built: 1965, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 71,100 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 112,288 (year 2027), Design Load: H 20, Features Intersected: HWY LOGAN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 29.4m (96.5ft), Out-to-Out Width: 36.4m (119.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $975,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,463,000 ( 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: N060253WCMHDNBI, Location: .4 MI W OF ST 140 (Lat: 41.653097, Lng: -70.961889), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 37,000 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 58,434 (year 2028), Design Load: H 20, Features Intersected: I 195, Facility Carried by Structure: HWY HATHAWAY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.3m (56.8ft) Condition: Deck: Satisfactory, Superstructure: Fair, 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: 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: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $2,193,000, Roadway Improvement Cost: $220,000, Total Project Cost: $3,290,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N060263Q2MHDNBI, Location: .9 MI N OF PHILLIPS RD (Lat: 41.711592, Lng: -70.939614), Route carried "on" structure: State highway 140, Year Built: 1964, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 6,500 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 10,265 (year 2028), Design Load: H 20, Features Intersected: ST140 NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.012, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $682,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,024,000 ( 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: N060273Y0MHDNBI, Location: 1.5 MI S OF BRALEY RD (Lat: 41.703289, Lng: -70.944311), Route carried "on" structure: Other road , Year Built: 1964, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 25,000 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 39,482 (year 2027), Design Load: H 20, Features Intersected: ST140, Facility Carried by Structure: HWY PHILLIPS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 17.3m (56.8ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.60m (21.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $21,000, Total Project Cost: $307,000 ( 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: N060293NYMHDNBI, Location: .75 MI W OF FAIRHAVEN TL (Lat: 41.636972, Lng: -70.924281), Route carried "on" structure: US 6, Year Built: 1973, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 14,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 22,110 (year 2028), Design Load: HS 20, Features Intersected: COMB ST18 & RELIEF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $1,302,000, Roadway Improvement Cost: $131,000, Total Project Cost: $1,954,000 ( 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: N060293P0MHDNBI, Location: .75 M W OF FAIRHAVEN TL (Lat: 41.637814, Lng: -70.925569), Route carried "on" structure: US 6, Year Built: 1973, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 14,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 22,110 (year 2028), Design Load: HS 20, Features Intersected: COMB ST18 & RELIEF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.70m (25.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $1,419,000, Roadway Improvement Cost: $142,000, Total Project Cost: $2,129,000 ( 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: N060303P1MHDNBI, Location: .7 MI W OF FAIRHVN T.L. (Lat: 41.637956, Lng: -70.926242), Route carried "on" structure: US 6, Year Built: 1973, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 12,000 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 18,952 (year 2027), Design Load: H 20, Features Intersected: ST 18 RAMP B Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.256, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $479,000, Roadway Improvement Cost: $48,000, Total Project Cost: $719,000 ( 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: N060313Y1MHDNBI, Location: .2 MI NW OF US 6 (Lat: 41.639922, Lng: -70.926089), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 16,300 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 25,743 (year 2028), Design Load: HS 20, Features Intersected: ST 18 & RAMP A, Facility Carried by Structure: HWY HILLMAN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, 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: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), 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: Fair, Substructure: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $294,000, Roadway Improvement Cost: $30,000, Total Project Cost: $442,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N060323NBMHDNBI, Location: .8 MI NE OF I 195 (Lat: 41.661603, Lng: -70.948992), Route carried "on" structure: State highway 140, Year Built: 1970, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 68,300 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 107,866 (year 2027), Design Load: H 20, Features Intersected: HWY SHAWMUT AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 31.3m (102.7ft) Condition: Deck: Fair, 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $358,000, Roadway Improvement Cost: $36,000, Total Project Cost: $538,000 ( 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: N060333NCMHDNBI, Location: .9 MI NE OF I 195 (Lat: 41.662600, Lng: -70.947647), Route carried "on" structure: State highway 140, Year Built: 1970, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 31,700 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 50,064 (year 2027), Design Load: H 20, Features Intersected: RR BAY COLONY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 29.9m (98.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $977,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,466,000 ( 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: N060343NEMHDNBI, Location: 1.3 MI NE OF I 195 (Lat: 41.665806, Lng: -70.943717), Route carried "on" structure: State highway 140, Year Built: 1970, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 16,000 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 39,482 (year 2027), Design Load: H 20, Features Intersected: ST140, Facility Carried by Structure: HWY MT PLSNT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Satisfactory, 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $1,917,000, Roadway Improvement Cost: $192,000, Total Project Cost: $2,876,000 ( 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: N060353NDMHDNBI, Location: .3 MI EAST OF SHAWMUT AVE (Lat: 41.664983, Lng: -70.944481), Route carried "on" structure: State highway 140, Year Built: 1970, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 5,200 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 8,212 (year 2027), Design Load: H 20, Features Intersected: ST140, Facility Carried by Structure: HWY NASH RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), 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: 15.3m (50.2ft) 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: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $39,000, Total Project Cost: $580,000 ( 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: N060363W3MHDNBI, Location: 4.32 KM. NORTH U.S. 6 (Lat: 41.675075, Lng: -70.944819), Route carried "on" structure: Other road , Year Built: 1969, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 36,400 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 57,487 (year 2027), Design Load: H 20, Features Intersected: ST140, Facility Carried by Structure: HWY KINGS HWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.320, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N060373NFMHDNBI, Location: .4 MI SW OF PHILLIPS RD (Lat: 41.697392, Lng: -70.947625), Route carried "on" structure: State highway 140, Year Built: 1969, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 31,700 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 50,064 (year 2027), Design Load: H 20, Features Intersected: RR CSX Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.637, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 15.2m (49.9ft) 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $328,000 ( 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: N060373NGMHDNBI, Location: .4 MI SW OF PHILLIPS RD (Lat: 41.697686, Lng: -70.947781), Route carried "on" structure: State highway 140, Year Built: 1969, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 31,700 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 50,064 (year 2027), Design Load: H 20, Features Intersected: RR CSX Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.637, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $1,032,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,549,000 ( 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: N06039AB1MUNNBI, Location: DOWNTOWN RAMP (Lat: 41.631983, Lng: -70.923556), Route carried "on" structure: Ramp City street , Year Built: 1971, Status: Open, Structure Length: 11.34m (37.20ft), Average Daily Traffic: 5,400 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 8,528 (year 2027), Design Load: H 20, Features Intersected: ST 18, Facility Carried by Structure: ST 18 RAMP A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.40m (37.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $1,567,000, Roadway Improvement Cost: $157,000, Total Project Cost: $2,351,000 ( 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: N060153WRMHDNBI, Location: .5 MI E OF ST 140 (Lat: 41.650000, Lng: -70.950000), Route carried "under" structure: Interstate 195, Year Built: 1963, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 26,350 (year 0 ), Features Intersected: I 195 EB, Facility Carried by Structure: HWY SHAWMUT AVE Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: N060153WRMHDNBI, Location: 000063 STATUTORY (Lat: 41.650000, Lng: -70.950000), Route carried "under" structure: Interstate 195, Year Built: 1963, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 26,350 (year 0 ), Features Intersected: I 195 WB, Facility Carried by Structure: HWY SHAWMUT AVE Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: N060253WCMHDNBI, Location: .4 MI W OF ST 140 (Lat: 41.650000, Lng: -70.933333), Route carried "under" structure: Interstate 195, Year Built: 1966, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 14,900 (year 0 ), Features Intersected: I 195 EB, Facility Carried by Structure: HWY HATHAWAY RD Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: N060253WCMHDNBI, Location: 000066 STATUTORY (Lat: 41.650000, Lng: -70.933333), Route carried "under" structure: Interstate 195, Year Built: 1966, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 14,900 (year 0 ), Features Intersected: I 195 WB, Facility Carried by Structure: HWY HATHAWAY RD Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft) Discuss this city on our hugely popular Massachusetts forum Back to: New Bedford, MA, Massachusetts, All US cities.
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