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

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Structure Number: S350013LXMUNNBI,  Location: .6 MI. W. OF RT. 6 (Lat: 41.772278,  Lng: -71.282967),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 1,300 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,474 (year 2032),  Design Load: HS 20,  Features Intersected: WATER PALMER RIVER,  Facility Carried by Structure: HWY OLD PROV RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.70m (15.42ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: June 2021,  Underwater Inspection Date: July 2021,  Bridge Improvement Cost: $2,698,000,  Roadway Improvement Cost: $270,000,  Total Project Cost: $4,048,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Internally Sealed

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Structure Number: S350023PEDOTNBI,  Location: 1.7MI E OF R.I.S.L. (Lat: 41.733644,  Lng: -71.215392),  Route carried "on" structure: State highway 103,  Year Built: 1957,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 11,644 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,691 (year 2032),  Design Load: H 20,  Features Intersected: WATER COLES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 61.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 36 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Underwater Inspection Date: Febuary 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $2,486,000,  Roadway Improvement Cost: $249,000,  Total Project Cost: $3,730,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: S350073N5DOTNBI,  Location: .9 MI SE OF I 195 (Lat: 41.746542,  Lng: -71.202164),  Route carried "on" structure: US 6,  Year Built: 1926,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 19,200 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 46,905 (year 2032),  Design Load: H 20,  Features Intersected: WATER COLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 64.0 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $585,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $878,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: S350118DRDOTNBI,  Location: .4 MI.NE OF US 6 (Lat: 41.774339,  Lng: -71.261733),  Route carried "on" structure: State highway 136,  Year Built: 2007,  Status: Open,  Structure Length: 8.92m (29.27ft),  Average Daily Traffic: 26,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 37,903 (year 2033),  Design Load: HS 20,  Features Intersected: I 195
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.612,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.00m (29.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $510,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $766,000 ( Estimate for 2022),  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: S350123WVDOTNBI,  Location: .9 MI SE OF JMS.REYNLS RD (Lat: 41.770136,  Lng: -71.246792),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 2,300 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,269 (year 2031),  Design Load: H 20,  Features Intersected: I 195,  Facility Carried by Structure: HWY VINNICUM 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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 9.00m (29.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $4,490,000,  Roadway Improvement Cost: $450,000,  Total Project Cost: $6,736,000 ( 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: S350133YBDOTNBI,  Location: .5 MI NW OF US 6 (Lat: 41.755350,  Lng: -71.224275),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 12.25m (40.19ft),  Average Daily Traffic: 10,076 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,163 (year 2032),  Design Load: H 20,  Features Intersected: I 195,  Facility Carried by Structure: HWY MAPLE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 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: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 40.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.30m (40.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $7,344,000,  Roadway Improvement Cost: $735,000,  Total Project Cost: $11,017,000 ( 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: S350143WPDOTNBI,  Location: US 6 AT I 195 (Lat: 41.749919,  Lng: -71.218372),  Route carried "on" structure: US 6,  Year Built: 1960,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 11.61m (38.09ft),  Average Daily Traffic: 23,932 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 55,433 (year 2031),  Design Load: HS 20,  Features Intersected: I 195
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.018,  Lanes on structure: 5,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum 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: 11.70m (38.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $10,157,000,  Roadway Improvement Cost: $1,016,000,  Total Project Cost: $15,236,000 ( Estimate for 2022),  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: S350173WTDOTNBI,  Location: .8 MI SW OF US 6 (Lat: 41.733081,  Lng: -71.196994),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 5,850 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,366 (year 2032),  Design Load: H 20,  Features Intersected: I 195,  Facility Carried by Structure: HWY GARDNRS NECK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.10m (29.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $4,147,000,  Roadway Improvement Cost: $415,000,  Total Project Cost: $6,221,000 ( 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: S350183U8DOTNBI,  Location: .9 MI NW OF SOMERSET T.L. (Lat: 41.736347,  Lng: -71.202775),  Route carried "on" structure: Interstate 195,  Year Built: 1960,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.89m (12.76ft),  Average Daily Traffic: 38,700 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 55,312 (year 2032),  Design Load: HL 93,  Features Intersected: WATER COLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.001,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: S350183U9DOTNBI,  Location: .9 MI NW OF SOMERSET T.L. (Lat: 41.736014,  Lng: -71.203144),  Route carried "on" structure: Interstate 195,  Year Built: 1960,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.89m (12.76ft),  Average Daily Traffic: 40,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 55,773 (year 2032),  Design Load: HL 93,  Features Intersected: WATER COLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.001,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.6m (54.5ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: S35023A69MUNNBI,  Location: AT JCT GARDNERS NECK (Lat: 41.749281,  Lng: -71.194997),  Route carried "on" structure: Other road ,  Year Built: 1984,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 5,286 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,972 (year 2033),  Features Intersected: WATER LEES RIVER,  Facility Carried by Structure: HWY MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Bridge Improvement Cost: $197,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $296,000 ( Estimate for 2022)

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Structure Number: S350123WVDOTNBI,  Location: .9 MI SE OF JMS.REYNLS RD (Lat: 41.766667,  Lng: -71.250000),  Route carried "under" structure: Interstate 195,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 44,800 (year 0000),  Features Intersected: I 195 EB,  Facility Carried by Structure: HWY VINNICUM RD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: S350123WVDOTNBI,  Location: 090782 WAIVED (Lat: 41.766667,  Lng: -71.250000),  Route carried "under" structure: Interstate 195,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 44,800 (year 0000),  Features Intersected: I 195 WB,  Facility Carried by Structure: HWY VINNICUM RD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: S350133YBDOTNBI,  Location: .5 MI NW OF US6 (Lat: 41.750000,  Lng: -71.233333),  Route carried "under" structure: Interstate 195,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 44,800 (year 0000),  Features Intersected: I 195 EB,  Facility Carried by Structure: HWY MAPLE ST
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: S350133YBDOTNBI,  Location: 083089 WAIVED * (Lat: 41.750000,  Lng: -71.233333),  Route carried "under" structure: Interstate 195,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 44,800 (year 0000),  Features Intersected: I 195 WB,  Facility Carried by Structure: HWY MAPLE ST
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: S350143WPDOTNBI,  Location: US 6 AT I 195 (Lat: 41.750000,  Lng: -71.216667),  Route carried "under" structure: Interstate 195,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 44,800 (year 0000),  Features Intersected: I 195 EB,  Facility Carried by Structure: US 6
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: S350143WPDOTNBI,  Location: US 6 AT I 195 (Lat: 41.750000,  Lng: -71.216667),  Route carried "under" structure: Interstate 195,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 44,800 (year 0000),  Features Intersected: I 195 WB,  Facility Carried by Structure: US 6
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: S350173WTDOTNBI,  Location: .8 MI SW OF US 6 (Lat: 41.650000,  Lng: -70.950000),  Route carried "under" structure: Interstate 195,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 44,800 (year 0000),  Features Intersected: I 195 EB,  Facility Carried by Structure: HWY GARDNER NECK
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: S350173WTDOTNBI,  Location: 120286 WAIVED (Lat: 41.650000,  Lng: -70.950000),  Route carried "under" structure: Interstate 195,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 44,800 (year 0000),  Features Intersected: I 195 WB,  Facility Carried by Structure: HWY GARDNER NECK
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)