Bridge Statistics for Fairhaven, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: F010013JBMUNNBI,  Location: AT NEW BEDFORD LINE (Lat: 41.656039,  Lng: -70.917739),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 31,000 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 48,958 (year 2027),  Design Load: H 20,  Features Intersected: WATER ACUSHNET RIVER,  Facility Carried by Structure: HWY HOWLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: Town or Township 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: 42.7m (140.1ft),  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: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.50m (14.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $70,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $106,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F010023PFMHDNBI,  Location: .4 MI W OF NBED (Lat: 41.633611,  Lng: -70.917778),  Route carried "on" structure: US 6,  Year Built: 1900,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 17,900 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,269 (year 2028),  Design Load: H 15,  Features Intersected: WATER ACUSHNET RIVER
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 44.579,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Navigation Control: Yes ( Vertical Clearance: 1.8m (5.9ft), Horizontal Clearance: 29.0m (95.1ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.3m (142.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 56.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.70m (28.54ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: May 2007,  Critical Feature Inspection Date: May 2007,  Underwater Inspection Date: October 2007,  Bridge Improvement Cost: $3,339,000,  Roadway Improvement Cost: $334,000,  Total Project Cost: $5,009,000 ( Estimate for 2006),  Deck Structure Type: Open Grating

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Structure Number: F010023PGMHDNBI,  Location: AT NEW BEDFORD CITY LINE (Lat: 41.641667,  Lng: -70.910000),  Route carried "on" structure: US 6,  Year Built: 1901,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 20.60m (67.59ft),  Average Daily Traffic: 17,900 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,269 (year 2028),  Design Load: H 15,  Features Intersected: WATER ACUSHNET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.10m (69.23ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Critical Feature Inspection Date: May 2007,  Underwater Inspection Date: November 2005,  Other Special Inspection Date: May 2007,  Bridge Improvement Cost: $14,011,000,  Roadway Improvement Cost: $1,402,000,  Total Project Cost: $21,017,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: F010023PHMHDNBI,  Location: .4 MI W OF NBED C.L. (Lat: 41.639722,  Lng: -70.916944),  Route carried "on" structure: US 6,  Year Built: 1901,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 17,900 (year 207 ),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,269 (year 2028),  Design Load: H 15,  Features Intersected: WATER ACUSHNET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.90m (39.04ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: May 2007,  Critical Feature Inspection Date: May 2007,  Underwater Inspection Date: October 2007,  Bridge Improvement Cost: $3,212,000,  Roadway Improvement Cost: $322,000,  Total Project Cost: $4,819,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: F010023PJMHDNBI,  Location: .7 MI W OF NBED C.L. (Lat: 41.637778,  Lng: -70.921111),  Route carried "on" structure: US 6,  Year Built: 1901,  Year Reconstructed: 1962,  Status: Posted for load,  Structure Length: 17.83m (58.50ft),  Average Daily Traffic: 17,900 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,269 (year 2028),  Design Load: H 15,  Features Intersected: WATER ACUSHNET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Serious,  Channel: Satisfactory,  Operating Rating: 38.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Critical Feature Inspection Date: May 2007,  Underwater Inspection Date: May 2005,  Other Special Inspection Date: May 2007,  Bridge Improvement Cost: $13,241,000,  Roadway Improvement Cost: $1,325,000,  Total Project Cost: $19,862,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: F010063JCMUNNBI,  Location: .7 MI E OF SCONTICUT NECK (Lat: 41.596333,  Lng: -70.842064),  Route carried "on" structure: City street ,  Year Built: 1920,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 4,800 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,581 (year 2028),  Design Load: H 20,  Features Intersected: WATER NASKETUCKET BAY,  Facility Carried by Structure: HWY GOULART MEM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.271,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Navigation Control: Yes ( Vertical Clearance: 1.5m (4.9ft), Horizontal Clearance: 7.6m (24.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 72.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 57.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: June 2007,  Underwater Inspection Date: June 2005,  Bridge Improvement Cost: $137,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $206,000 ( Estimate for 2006),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F010083T6MHDNBI,  Location: AT ACUSHNET RIVER N.B.C.L (Lat: 41.654808,  Lng: -70.918461),  Route carried "on" structure: Interstate 195,  Year Built: 1974,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 45,134 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 71,280 (year 2028),  Design Load: H 20,  Features Intersected: WATER ACUSHNET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.198,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $61,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: F010093PWMHDNBI,  Location: 1 MILE W OF ST 240 (Lat: 41.653914,  Lng: -70.909558),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 12,000 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,952 (year 2028),  Design Load: H 20,  Features Intersected: I 195,  Facility Carried by Structure: HWY MAIN 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: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.50m (18.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Bridge Improvement Cost: $283,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $425,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: F010103PXMHDNBI,  Location: 1.0 MI W OF ST 240 (Lat: 41.654000,  Lng: -70.907578),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 6,600 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,423 (year 2028),  Design Load: H 20,  Features Intersected: I 195,  Facility Carried by Structure: HWY ADAMS 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: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $288,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $433,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: F010113T8MHDNBI,  Location: .5 MI W OF ST 240 (Lat: 41.655828,  Lng: -70.898244),  Route carried "on" structure: Interstate 195,  Year Built: 1972,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 42,800 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 67,594 (year 2028),  Design Load: H 20,  Features Intersected: HWY ALDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.405,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  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: 32.8m (107.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $121,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: F010123PYMHDNBI,  Location: 1M N OF RTE 6 (Lat: 41.658519,  Lng: -70.888456),  Route carried "on" structure: State highway 240,  Year Built: 1972,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 22,800 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 36,008 (year 2027),  Design Load: H 20,  Features Intersected: I 195
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  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: 26.5m (86.9ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $164,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $247,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: F010133Q0MHDNBI,  Location: .4 MI E OF ST 240 (Lat: 41.659142,  Lng: -70.881958),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 800 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,263 (year 2027),  Design Load: H 20,  Features Intersected: I 195,  Facility Carried by Structure: HWY MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  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: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.60m (24.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $782,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $1,174,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: F010143T7MHDNBI,  Location: .2 M E OF NEW BEDFORD (Lat: 41.654169,  Lng: -70.914164),  Route carried "on" structure: Interstate 195,  Year Built: 1972,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 46,000 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 72,648 (year 2028),  Design Load: HS 20,  Features Intersected: HWY RIVER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.600,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  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: 36.0m (118.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 49.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $1,029,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $1,544,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: F010153PVMHDNBI,  Location: 1.3 MI E OF ST 240 (Lat: 41.661364,  Lng: -70.863628),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 3,200 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,054 (year 2028),  Design Load: H 20,  Features Intersected: I 195,  Facility Carried by Structure: HWY NEW BOSTN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.00m (26.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Bridge Improvement Cost: $1,234,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $1,852,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up