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

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Structure Number: D04001A3EMUNNBI,  Location: 1 M W OF SMITH NECK RD (Lat: 41.535558,  Lng: -70.969164),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 650 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,027 (year 2032),  Design Load: HS 20,  Features Intersected: WATER LITTLE RIVER,  Facility Carried by Structure: HWY LTTLE RIV RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.9m (81.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 77.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,198,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $1,798,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D040023J4MUNNBI,  Location: 1.6 MI E OF TUCKER RD (Lat: 41.585900,  Lng: -70.947542),  Route carried "on" structure: City street ,  Year Built: 1935,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 12.77m (41.90ft),  Average Daily Traffic: 9,500 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,214 (year 2032),  Design Load: H 15,  Features Intersected: WATER APPONAGANSETT RIV,  Facility Carried by Structure: HWY BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 2.7m (8.9ft), Horizontal Clearance: 9.4m (30.8ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 9,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 12.80m (41.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $6,134,000,  Roadway Improvement Cost: $614,000,  Total Project Cost: $9,202,000 ( Estimate for 2022),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: D040033NUDOTNBI,  Location: .5 MI. WEST OF REED RD (Lat: 41.638703,  Lng: -71.046981),  Route carried "on" structure: US 6,  Year Built: 1850,  Year Reconstructed: 1937,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 17,755 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 39,482 (year 2032),  Design Load: H 20,  Features Intersected: WATER WESTPORT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.646,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.6m (5.2ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable 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: June 2021,  Bridge Improvement Cost: $711,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $1,067,000 ( Estimate for 2022)

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Structure Number: D040043NVDOTNBI,  Location: .5 MI. WEST OF REED RD (Lat: 41.638797,  Lng: -71.047231),  Route carried "on" structure: US 6,  Year Built: 1850,  Year Reconstructed: 1937,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 17,755 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 39,482 (year 2032),  Features Intersected: WATER WESTPORT RIV SPL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.646,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.6m (5.2ft)

Condition: Channel: Good,  Culverts: Fair,  Inventory Rating: 62.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable 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: June 2021,  Bridge Improvement Cost: $744,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $1,117,000 ( Estimate for 2022)

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Structure Number: D04008AXCMUNNBI,  Location: 1.1 MI E OF TUCKER RD (Lat: 41.582742,  Lng: -70.957475),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 4,272 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,210 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: WATER SW BR APPONAGANSET,  Facility Carried by Structure: HWY GULF RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.722,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Navigation Control: Yes ( Vertical Clearance: 0.9m (3.0ft), Horizontal Clearance: 14.0m (45.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.0m (49.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.00m (13.12ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: June 2021,  Underwater Inspection Date: Febuary 2020,  Bridge Improvement Cost: $1,434,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $2,152,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D040133X3DOTNBI,  Location: 1.3 MI N OF US 6 (Lat: 41.657214,  Lng: -71.036931),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 11,379 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,991 (year 2032),  Design Load: H 20,  Features Intersected: I 195,  Facility Carried by Structure: HWY REED RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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: 7.90m (25.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $4,655,000,  Roadway Improvement Cost: $466,000,  Total Project Cost: $6,983,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: D040153X1DOTNBI,  Location: .3 MI.W OF FAUNC CORNR RD (Lat: 41.655131,  Lng: -70.998769),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 6,853 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,528 (year 2032),  Design Load: H 20,  Features Intersected: I 195,  Facility Carried by Structure: HWY HIXVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.9m (3.0ft),  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: 49.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.00m (26.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,716,000,  Roadway Improvement Cost: $272,000,  Total Project Cost: $4,075,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: D04016BEQDOTNBI,  Location: .7 MI.N OF US 6 (Lat: 41.654900,  Lng: -70.987894),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 7.76m (25.46ft),  Average Daily Traffic: 18,800 (year 2019),  Truck Traffic: 4%,  Design Load: HL 93,  Features Intersected: I 195,  Facility Carried by Structure: HWY FNCE CRNR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  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: D040183L6MUNNBI,  Location: 0.1 MI S OF TANNERY LANE (Lat: 41.571039,  Lng: -71.004650),  Route carried "on" structure: City street ,  Year Built: 1962,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 4,008 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,844 (year 2031),  Features Intersected: WATER PASKAMANSETT RIVER,  Facility Carried by Structure: HWY RCK DNDEE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.375,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: D040203J5MUNNBI,  Location: .75 M W OF TUCKER RD (Lat: 41.585711,  Lng: -70.990133),  Route carried "on" structure: City street ,  Year Built: 1826,  Year Reconstructed: 1936,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 13,200 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,371 (year 2031),  Features Intersected: WATER PASKAMANSETT RIVER,  Facility Carried by Structure: HWY RUSSELLS MIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.350,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $594,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $892,000 ( Estimate for 2022)

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Structure Number: D040223J3MUNNBI,  Location: .6 MI SE OF REED RD (Lat: 41.669986,  Lng: -71.025136),  Route carried "on" structure: City street ,  Year Built: 1910,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,900 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,422 (year 2031),  Features Intersected: WATER SHINGLE ISL RIVER,  Facility Carried by Structure: HWY HIXVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.667,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 65.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $526,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: W300273YHDOTNBI,  Location: .6 MI E OF ST 88 (Lat: 41.672633,  Lng: -71.088058),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 1,200 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,317 (year 2032),  Design Load: H 20,  Features Intersected: I 195,  Facility Carried by Structure: HWY DAVIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.2m (89.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 80.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.3 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: 10.50m (34.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $3,564,000,  Roadway Improvement Cost: $357,000,  Total Project Cost: $5,347,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: D040133X3DOTNBI,  Location: .7 MI.N OF US 6 (Lat: 41.650000,  Lng: -71.033333),  Route carried "under" structure: Interstate 195,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 33,369 (year 0000),  Features Intersected: I 195 EB,  Facility Carried by Structure: HWY REED RD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: D040133X3DOTNBI,  Location: 000065 STATUTORY (Lat: 41.650000,  Lng: -71.033333),  Route carried "under" structure: Interstate 195,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 33,369 (year 0000),  Features Intersected: I 195 WB,  Facility Carried by Structure: HWY REED RD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: D040153X1DOTNBI,  Location: .3 MI.W OF FAUNC CORNR RD (Lat: 41.650000,  Lng: -71.000000),  Route carried "under" structure: Interstate 195,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 33,369 (year 0000),  Features Intersected: I 195 EB,  Facility Carried by Structure: HWY HIXVILLE RD
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: D040153X1DOTNBI,  Location: 000066 STATUTORY (Lat: 41.650000,  Lng: -71.000000),  Route carried "under" structure: Interstate 195,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 33,369 (year 0000),  Features Intersected: I 195 WB,  Facility Carried by Structure: HWY HIXVILLE RD
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: W300273YHDOTNBI,  Location: .1 MI.E OF ST 88 (Lat: 41.666667,  Lng: -71.083333),  Route carried "under" structure: Interstate 195,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 33,369 (year 0000),  Features Intersected: I 195 EB,  Facility Carried by Structure: HWY HIGHLAND AVE.
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: W300273YHDOTNBI,  Location: 000065 STATUTORY (Lat: 41.666667,  Lng: -71.083333),  Route carried "under" structure: Interstate 195,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 33,369 (year 0000),  Features Intersected: I 195 WB,  Facility Carried by Structure: HWY HIGHLAND AVE.
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)