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

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Structure Number: L01001419DOT634,  Location: 0.1MI WEST OF SHERWOOD LN (Lat: 41.798047,  Lng: -70.996333),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 2,936 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,528 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RR MACRR,  Facility Carried by Structure: HWY HOWLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  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: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $272,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $409,000 ( 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: L01003AFEMUNNBI,  Location: MIDDLEBORO TOWN LINE (Lat: 41.859528,  Lng: -70.916758),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,579 (year 2031),  Design Load: HS 20,  Features Intersected: WATER NEMASKET RIVER,  Facility Carried by Structure: HWY VAUGHN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 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: Superior to present desirable criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $986,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $1,480,000 ( Estimate for 2022),  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: L0100547FDOTNBI,  Location: CSX MP QNB 19.56 (Lat: 41.886731,  Lng: -70.955972),  Route carried "on" structure: State highway 18,  Year Built: 1931,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 14,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,111 (year 2032),  Design Load: H 20,  Features Intersected: RR MBTA/CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.400,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 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: 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 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,990,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $2,986,000 ( 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: L0100844FMUNNBI,  Location: .5 MI SW OF PIERCE ST (Lat: 41.819922,  Lng: -71.027117),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 2,068 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 3,885 (year 2032),  Design Load: H 20,  Features Intersected: WATER CEDAR SWAMP RIVER,  Facility Carried by Structure: HWY MALBONE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: May 2021,  Underwater Inspection Date: June 2019,  Bridge Improvement Cost: $577,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $866,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L010093NRDOTNBI,  Location: AT ST 140 (Lat: 41.803564,  Lng: -70.961508),  Route carried "on" structure: State highway 140,  Year Built: 1958,  Status: Posted for load,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 15,928 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 48,394 (year 2032),  Design Load: H 20,  Features Intersected: HWY COUNTY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.627,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,827,000,  Roadway Improvement Cost: $183,000,  Total Project Cost: $2,741,000 ( 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: L010103X6DOTNBI,  Location: 1.2 MI NE OF COUNTY ST (Lat: 41.818967,  Lng: -70.968353),  Route carried "on" structure: City street ,  Year Built: 1958,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 7,200 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,952 (year 2031),  Design Load: HS 20,  Features Intersected: ST140 NB,  Facility Carried by Structure: HWY HIGHLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 95.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.3 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $238,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $358,000 ( 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: L010113YPDOTNBI,  Location: 1.5 MI SE OF TAUNTON T.L. (Lat: 41.828472,  Lng: -70.984000),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 1,300 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,474 (year 2031),  Design Load: H 20,  Features Intersected: ST140 NB,  Facility Carried by Structure: HWY PICKENS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.195,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.8m (58.4ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 64.9 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: 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: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,471,000,  Roadway Improvement Cost: $148,000,  Total Project Cost: $2,207,000 ( 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: L0101244EMUNNBI,  Location: 0.7 M EAST OF RTE 105 (Lat: 41.870994,  Lng: -70.913408),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 4,000 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,054 (year 2031),  Design Load: H 20,  Features Intersected: WATER NEMASKET RIVER,  Facility Carried by Structure: HWY BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 50.9 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: March 2020,  Underwater Inspection Date: August 2019,  Bridge Improvement Cost: $1,238,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $1,858,000 ( 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: L010133NTDOTNBI,  Location: AT ST140 (Lat: 41.803872,  Lng: -70.962022),  Route carried "on" structure: State highway 140,  Year Built: 1969,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 16,163 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 48,394 (year 2032),  Design Load: H 20,  Features Intersected: HWY COUNTY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.627,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.5 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,426,000,  Roadway Improvement Cost: $143,000,  Total Project Cost: $2,140,000 ( 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: L010143X7DOTNBI,  Location: 1.2 MI NE OF COUNTY ST (Lat: 41.819006,  Lng: -70.968331),  Route carried "on" structure: City street ,  Year Built: 1969,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 7,200 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,952 (year 2031),  Design Load: HS 20,  Features Intersected: ST140 SB,  Facility Carried by Structure: HWY HIGHLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 60.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $329,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $494,000 ( 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: L010153YQDOTNBI,  Location: 1.5 MI SE OF TAUNTON T.L. (Lat: 41.828194,  Lng: -70.984222),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 2.78m (9.12ft),  Average Daily Traffic: 1,300 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 3,474 (year 2031),  Design Load: H 20,  Features Intersected: ST140 SB,  Facility Carried by Structure: HWY PICKENS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.195,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.4m (86.6ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.4m (4.6ft),  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: 96.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $951,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $1,427,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up