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

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Parts: 1, 2


National Bridge Inventory (NBI) Statistics
Number of bridges: 67
Total length: 748 meters (2,454ft)
Total costs: $405,530,000
Total average daily traffic: 1,572,431
Total average daily truck traffic: 127,760
National Bridge Inventory (NBI) Registered Bridges for Fall River
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New bridges - Historical Statistics

  • Before 1900: 2
  • 1900-1909: 6
  • 1910-1919: 2
  • 1920-1929: 0
  • 1930-1939: 0
  • 1940-1949: 0
  • 1950-1959: 9
  • 1960-1969: 40
  • 1970-1979: 5
  • 1980-1989: 0
  • 1990-1999: 0
  • 2000-2009: 0
  • 2010-2012: 3

Reconstructed bridges - Historical Statistics

  • 1940-1949: 1
  • 1950-1959: 0
  • 1960-1969: 0
  • 1970-1979: 2
  • 1980-1989: 5
  • 1990-1999: 2
  • 2000-2009: 2
  • 2010-2012: 1

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: F020033JDMUNNBI,  Location: BTWN I195 & QUARRY ST (Lat: 41.688667,  Lng: -71.139906),  Route carried "on" structure: City street ,  Year Built: 1895,  Year Reconstructed: 1940,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 29,900 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 47,221 (year 2033),  Features Intersected: WATER QUEQUECHAN RIVER,  Facility Carried by Structure: HWY QUEQUECHAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.40m (17.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12,  Bridge Improvement Cost: $1,645,000,  Roadway Improvement Cost: $165,000,  Total Project Cost: $2,468,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F020079FCMUNNBI,  Location: INTERSECTION BAY & CLUB S (Lat: 41.701667,  Lng: -71.178333),  Route carried "on" structure: City street ,  Year Built: 1912,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 1,200 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,895 (year 2032),  Features Intersected: RR (ABANDONED),  Facility Carried by Structure: HWY CLUB ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Bridge Improvement Cost: $835,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $1,253,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F0200840BDOT634,  Location: .1 MI N OF WILLIAM ST (Lat: 41.699128,  Lng: -71.170783),  Route carried "on" structure: City street ,  Year Built: 1897,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.50m (4.92ft),  Average Daily Traffic: 7,400 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,687 (year 2033),  Design Load: HS 20,  Features Intersected: RR (ABANDONED),  Facility Carried by Structure: HWY ALMOND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.2m (43.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 12,  Critical Feature Inspection Date: Febuary 12,  Bridge Improvement Cost: $479,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $719,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: F0200940CDOT634,  Location: AT ST 138 (Lat: 41.700322,  Lng: -71.166114),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 1,600 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,527 (year 2032),  Design Load: H 20,  Features Intersected: COMB ST 138 & RR (ABAN),  Facility Carried by Structure: HWY EAGLE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Bridge Improvement Cost: $1,367,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $2,051,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: F02013407DOT634,  Location: AT ERNSHAWS DINER (Lat: 41.702300,  Lng: -71.161881),  Route carried "on" structure: City street ,  Year Built: 1904,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 5,000 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,896 (year 2032),  Design Load: HS 20,  Features Intersected: RR CSX,  Facility Carried by Structure: HWY ANAWAN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 60.3 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: 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: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Bridge Improvement Cost: $427,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $641,000 ( Estimate for 2012),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: F0201440ADOT634,  Location: UNDER BRAGA BRIDGE (Lat: 41.702931,  Lng: -71.160689),  Route carried "on" structure: State highway 138,  Year Built: 1905,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 19.42m (63.71ft),  Average Daily Traffic: 19,000 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,007 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: COMB CSX & QUECHAN RIV
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 3.701,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 32.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 20.10m (65.94ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 10,  Critical Feature Inspection Date: December 10,  Other Special Inspection Date: December 11,  Bridge Improvement Cost: $10,078,000,  Roadway Improvement Cost: $1,008,000,  Total Project Cost: $15,118,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: F0201640DDOT634,  Location: AT ST 138 (Lat: 41.704067,  Lng: -71.159858),  Route carried "on" structure: City street ,  Year Built: 1904,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 8,000 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,634 (year 2032),  Features Intersected: RR CSX,  Facility Carried by Structure: HWY CENTRAL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: 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: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Bridge Improvement Cost: $163,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $245,000 ( Estimate for 2012)
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Structure Number: F02018408DOT634,  Location: .2 W OF N.MAIN ST (Lat: 41.721325,  Lng: -71.148728),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1981,  Status: Posted for load,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 12,800 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,215 (year 2032),  Features Intersected: RR CSX,  Facility Carried by Structure: HWY BRIGHTMAN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 28.2 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Bridge Improvement Cost: $338,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $508,000 ( Estimate for 2012),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: F02019409DOT634,  Location: JUST W OF N MAIN ST (Lat: 41.727081,  Lng: -71.141261),  Route carried "on" structure: City street ,  Year Built: 1910,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 2,200 (year 2010),  Truck Traffic: 23%,  Average Future Daily Traffic: 3,474 (year 2033),  Design Load: H 20,  Features Intersected: RR CSX,  Facility Carried by Structure: HWY WEAVER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 12,  Critical Feature Inspection Date: January 12,  Bridge Improvement Cost: $588,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $883,000 ( Estimate for 2012),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F0202340EDOT634,  Location: .1 MI W OF N. MAIN ST (Lat: 41.742033,  Lng: -71.129697),  Route carried "on" structure: City street ,  Year Built: 1903,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 948 (year 2032),  Design Load: HS 20,  Features Intersected: RR CSX,  Facility Carried by Structure: HWY CLARK ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 88.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: F020403XDDOTNBI,  Location: AT EXIT 8 (Lat: 41.754094,  Lng: -71.118194),  Route carried "on" structure: Other road ,  Year Built: 1951,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 17,000 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 26,848 (year 2032),  Design Load: H 20,  Features Intersected: ST 24,  Facility Carried by Structure: HWY AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to 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: 3.70m (12.14ft),  Designated Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: Febuary 11,  Other Special Inspection Date: March 12,  Bridge Improvement Cost: $1,247,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $1,871,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: F0204141ADOTNBI,  Location: NEAR ST 79/ST 24 SB (Lat: 41.743569,  Lng: -71.122283),  Route carried "on" structure: City street ,  Year Built: 1954,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 17,000 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,848 (year 2032),  Design Load: H 20,  Features Intersected: ST 24 SB,  Facility Carried by Structure: HWY HGHLND AV NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 41.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Critical Feature Inspection Date: May 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: F020423X5DOTNBI,  Location: .5 FROM HIGHLAND AVE (Lat: 41.739089,  Lng: -71.119586),  Route carried "on" structure: Other road ,  Year Built: 1955,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 6,500 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,265 (year 2031),  Design Load: H 20,  Features Intersected: ST 24,  Facility Carried by Structure: HWY WILSON 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: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  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: 16.2m (53.1ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.20m (23.62ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 10,  Other Special Inspection Date: September 11,  Bridge Improvement Cost: $2,691,000,  Roadway Improvement Cost: $270,000,  Total Project Cost: $4,037,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: F0204341BDOTNBI,  Location: 2.4 M NO. OF I 195 (Lat: 41.713350,  Lng: -71.118711),  Route carried "on" structure: Other road ,  Year Built: 1955,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 14,000 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,110 (year 2032),  Design Load: H 20,  Features Intersected: ST 24,  Facility Carried by Structure: HWY PRESIDENT AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 34.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Bridge Improvement Cost: $2,564,000,  Roadway Improvement Cost: $257,000,  Total Project Cost: $3,847,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: F020443XEDOTNBI,  Location: AT ST 24 (Lat: 41.709961,  Lng: -71.118733),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 3,900 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,159 (year 2032),  Design Load: H 20,  Features Intersected: ST 24,  Facility Carried by Structure: HWY MERIDIAN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  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: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Serious,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 14.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: March 11,  Other Special Inspection Date: September 11,  Bridge Improvement Cost: $2,203,000,  Roadway Improvement Cost: $221,000,  Total Project Cost: $3,305,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: F020453MEDOTNBI,  Location: 1.0 MI N OF I 195 (Lat: 41.695892,  Lng: -71.123239),  Route carried "on" structure: State highway 24,  Year Built: 1955,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 42,000 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 66,331 (year 2032),  Design Load: H 20,  Features Intersected: HWY BEDFORD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.115,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  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: 27.2m (89.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 42.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.7 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: F020503VDDOTNBI,  Location: ST 79 AT ST 24 (Lat: 41.745703,  Lng: -71.122378),  Route carried "on" structure: State highway 79,  Year Built: 1962,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 21,000 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 33,165 (year 2032),  Design Load: H 20,  Features Intersected: ST 24 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.115,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.6m (166.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 61.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.20m (17.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Bridge Improvement Cost: $1,644,000,  Roadway Improvement Cost: $165,000,  Total Project Cost: $2,467,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: F020513VCDOTNBI,  Location: .6 MI S OF ST 24 (Lat: 41.740303,  Lng: -71.126022),  Route carried "on" structure: State highway 79,  Year Built: 1962,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 30,000 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 47,379 (year 2032),  Design Load: H 20,  Features Intersected: HWY WILSON RD
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: 23.2m (76.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $1,206,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $1,810,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: F020523XFDOTNBI,  Location: 1.4 MI S OF ST 24 (Lat: 41.731914,  Lng: -71.135458),  Route carried "on" structure: Other road ,  Year Built: 1958,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 4,800 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,581 (year 2031),  Design Load: H 20,  Features Intersected: ST 79,  Facility Carried by Structure: HWY HERMAN 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: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 3.40m (11.15ft),  Designated Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: March 10,  Other Special Inspection Date: September 11,  Bridge Improvement Cost: $1,193,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $1,790,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: F020533VBDOTNBI,  Location: 1.7 MI S OF ST 24 (Lat: 41.729172,  Lng: -71.138297),  Route carried "on" structure: State highway 79,  Year Built: 1958,  Status: Temporarily open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 16,400 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,901 (year 2033),  Design Load: H 20,  Features Intersected: ST 79,  Facility Carried by Structure: HWY N MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  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: 17.4m (57.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.70m (25.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12,  Bridge Improvement Cost: $3,091,000,  Roadway Improvement Cost: $310,000,  Total Project Cost: $4,637,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: F020543V9DOTNBI,  Location: MP QNF 9.34 (Lat: 41.729139,  Lng: -71.139731),  Route carried "on" structure: State highway 79,  Year Built: 1974,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 40,100 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 63,330 (year 2033),  Design Load: HS 20,  Features Intersected: RR CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 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: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 12,  Bridge Improvement Cost: $518,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $778,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: F020553VADOTNBI,  Location: MP QNF 9.34 (Lat: 41.727983,  Lng: -71.140442),  Route carried "on" structure: State highway 79,  Year Built: 1974,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 6,700 (year 2010),  Truck Traffic: 25%,  Average Future Daily Traffic: 10,581 (year 2033),  Design Load: HS 20,  Features Intersected: RR CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 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: 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: January 12,  Bridge Improvement Cost: $61,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $92,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: F020563T9DOTNBI,  Location: AT I 195 (Lat: 41.702050,  Lng: -71.157481),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Temporarily open,  Structure Length: 17.25m (56.59ft),  Average Daily Traffic: 15,000 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,690 (year 2031),  Design Load: H 20,  Features Intersected: COMB I 195 & RAMPS,  Facility Carried by Structure: HWY MILLIKEN BLV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Fair,  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: High priority of corrective action,  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: 17.30m (56.76ft),  Designated Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: November 10,  Other Special Inspection Date: November 11,  Bridge Improvement Cost: $7,584,000,  Roadway Improvement Cost: $759,000,  Total Project Cost: $11,377,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: F020583TKDOTNBI,  Location: FALL RIVER/SOMERSET LINE (Lat: 41.703725,  Lng: -71.160986),  Route carried "on" structure: Interstate 195,  Year Built: 1965,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 176.17m (577.99ft),  Average Daily Traffic: 81,600 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 128,871 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: COMB ST79 & TAUNTON RIV
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 17.702,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 31 degrees,  Navigation Control: Yes ( Vertical Clearance: 41.1m (134.8ft), Horizontal Clearance: 121.9m (399.9ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 23,  Length of Maximum Span: 256.0m (839.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 176.20m (578.08ft),  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: September 11,  Critical Feature Inspection Date: September 11,  Underwater Inspection Date: September 2008,  Other Special Inspection Date: September 11,  Bridge Improvement Cost: $125,607,000,  Roadway Improvement Cost: $12,561,000,  Total Project Cost: $188,411,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: F020593TADOTNBI,  Location: AT E END OF BRAGA BR (Lat: 41.701867,  Lng: -71.161503),  Route carried "on" structure: Ramp Interstate 195,  Year Built: 1965,  Status: Open,  Structure Length: 25.60m (83.99ft),  Average Daily Traffic: 5,750 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,081 (year 2032),  Design Load: HS 20,  Features Intersected: COMB POCSSET ST&RPS C&D,  Facility Carried by Structure: HWY RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 48.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.40m (80.05ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 11,  Critical Feature Inspection Date: May 11,  Other Special Inspection Date: May 11,  Bridge Improvement Cost: $7,281,000,  Roadway Improvement Cost: $729,000,  Total Project Cost: $10,922,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: F020593TBDOTNBI,  Location: AT E END OF BRAGA BR (Lat: 41.702422,  Lng: -71.158303),  Route carried "on" structure: Ramp Interstate 195,  Year Built: 1965,  Status: Temporarily open,  Structure Length: 33.60m (110.24ft),  Average Daily Traffic: 18,700 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,533 (year 2032),  Design Load: HS 20,  Features Intersected: COMB I 195 & CITY STS,  Facility Carried by Structure: HWY RAMP C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 10,  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: 15,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.70m (110.56ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 11,  Other Special Inspection Date: June 11,  Bridge Improvement Cost: $10,159,000,  Roadway Improvement Cost: $1,016,000,  Total Project Cost: $15,239,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: F020593TCDOTNBI,  Location: AT E END OF BRAGA BR (Lat: 41.705000,  Lng: -71.158331),  Route carried "on" structure: Ramp Interstate 195,  Year Built: 1965,  Status: Open,  Structure Length: 4.47m (14.67ft),  Average Daily Traffic: 15,157 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,937 (year 2032),  Design Load: HS 20,  Features Intersected: ST138,  Facility Carried by Structure: HWY RAMP D
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Poor,  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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.50m (14.76ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 11,  Critical Feature Inspection Date: May 11,  Other Special Inspection Date: May 11,  Bridge Improvement Cost: $989,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $1,484,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: F020593TDDOTNBI,  Location: AT E END OF BRAGA BR (Lat: 41.701475,  Lng: -71.159081),  Route carried "on" structure: Ramp Interstate 195,  Year Built: 1965,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 20,280 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,028 (year 2032),  Design Load: HS 20,  Features Intersected: HWY POCASSET ST,  Facility Carried by Structure: HWY RAMP E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.0m (39.4ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 11,  Other Special Inspection Date: May 11,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $451,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: F020593TEDOTNBI,  Location: 1 195 WB TO 79 SB (Lat: 41.703256,  Lng: -71.160467),  Route carried "on" structure: Ramp Interstate 195,  Year Built: 1965,  Status: Open,  Structure Length: 11.46m (37.60ft),  Average Daily Traffic: 9,200 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,530 (year 2032),  Design Load: H 20,  Features Intersected: COMB ST 138 & CSX,  Facility Carried by Structure: HWY RAMP F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  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: 5,  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: 6.5m (21.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 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: 11.50m (37.73ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Critical Feature Inspection Date: June 11,  Bridge Improvement Cost: $2,203,000,  Roadway Improvement Cost: $221,000,  Total Project Cost: $3,305,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: F020593TFDOTNBI,  Location: I 195 WB TO 79 NB (Lat: 41.701667,  Lng: -71.160000),  Route carried "on" structure: Ramp Interstate 195,  Year Built: 1965,  Status: Open,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 9,574 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,120 (year 2032),  Design Load: H 20,  Features Intersected: COMB ST 138 & CSX,  Facility Carried by Structure: HWY RAMP G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.6m (107.0ft),  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: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: 10.10m (33.14ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Critical Feature Inspection Date: June 11,  Bridge Improvement Cost: $1,981,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $2,972,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: F020593TGDOTNBI,  Location: CENTRAL ST TO 195 W.B. (Lat: 41.703081,  Lng: -71.158394),  Route carried "on" structure: Ramp Interstate 195,  Year Built: 1965,  Status: Open,  Structure Length: 4.16m (13.65ft),  Average Daily Traffic: 7,500 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,845 (year 2032),  Design Load: H 20,  Features Intersected: HWY RMP F & G APPRCH,  Facility Carried by Structure: HWY RAMP L
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under 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: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 56.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Critical Feature Inspection Date: May 11,  Bridge Improvement Cost: $969,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $1,454,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: F020593THDOTNBI,  Location: AT E END OF BRAGA BR (Lat: 41.705000,  Lng: -71.158331),  Route carried "on" structure: Ramp Interstate 195,  Year Built: 1965,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 3,480 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,496 (year 2032),  Design Load: HS 20,  Features Intersected: HWY DAVOL ST,  Facility Carried by Structure: HWY RAMP R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.80m (19.03ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 11,  Critical Feature Inspection Date: May 11,  Other Special Inspection Date: May 11,  Bridge Improvement Cost: $1,165,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $1,748,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: F020593TJDOTNBI,  Location: AT E END OF BRAGA BR (Lat: 41.701667,  Lng: -71.161664),  Route carried "on" structure: Ramp Interstate 195,  Year Built: 1965,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 5,800 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,160 (year 2032),  Design Load: HS 20,  Features Intersected: HWY RAMPS C & D,  Facility Carried by Structure: HWY RAMP Y
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.00m (13.12ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 11,  Critical Feature Inspection Date: May 11,  Other Special Inspection Date: May 11,  Bridge Improvement Cost: $868,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $1,303,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up
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Structure Number: F020593TRDOTNBI,  Location: AT E END OF BRAGA BR (Lat: 41.701667,  Lng: -71.160000),  Route carried "on" structure: State highway 79,  Year Built: 1965,  Status: Temporarily open,  Structure Length: 89.31m (293.01ft),  Average Daily Traffic: 23,000 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 36,324 (year 2032),  Design Load: HS 20,  Features Intersected: ST 79 SB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 33,  Length of Maximum Span: 62.2m (204.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 89.40m (293.31ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 11,  Critical Feature Inspection Date: June 11,  Other Special Inspection Date: June 11,  Bridge Improvement Cost: $21,450,000,  Roadway Improvement Cost: $2,146,000,  Total Project Cost: $32,176,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: F020593TTDOTNBI,  Location: AT E END OF BRAGA BR (Lat: 41.701667,  Lng: -71.160000),  Route carried "on" structure: State highway 79,  Year Built: 1965,  Status: Open,  Structure Length: 67.67m (222.01ft),  Average Daily Traffic: 23,090 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 36,466 (year 2032),  Design Load: H 20,  Features Intersected: ST138
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 25,  Length of Maximum Span: 62.2m (204.1ft),  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: 8.5m (27.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 67.70m (222.11ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 11,  Critical Feature Inspection Date: May 11,  Other Special Inspection Date: May 11,  Bridge Improvement Cost: $13,276,000,  Roadway Improvement Cost: $1,328,000,  Total Project Cost: $19,915,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: F020633V5DOTNBI,  Location: AT I 195 (Lat: 41.701344,  Lng: -71.155708),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 4.12m (13.52ft),  Average Daily Traffic: 18,200 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,743 (year 2031),  Design Load: HS 20,  Features Intersected: I 195,  Facility Carried by Structure: HWY S MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 55.8m (183.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 51.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Bridge Improvement Cost: $5,407,000,  Roadway Improvement Cost: $541,000,  Total Project Cost: $8,111,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: F020643XHDOTNBI,  Location: AT CITY HALL (Lat: 41.700731,  Lng: -71.154458),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 4.13m (13.55ft),  Average Daily Traffic: 11,100 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,530 (year 2031),  Design Load: HS 20,  Features Intersected: I 195,  Facility Carried by Structure: HWY THIRD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 7.3m (24.0ft),  Right: 6.2m (20.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Bridge Improvement Cost: $2,365,000,  Roadway Improvement Cost: $237,000,  Total Project Cost: $3,548,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Parts: 1, 2

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