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

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Structure Number: M180074BVDOT634,  Location: MBTA MP32/010 (Lat: 41.927014,  Lng: -70.934506),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 1,285 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,579 (year 2032),  Design Load: H 20,  Features Intersected: RR MBTA/CSX,  Facility Carried by Structure: HWY PLYMOUTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.667,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.3m (1.0ft),  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: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.1 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: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $891,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $1,337,000 ( 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: M18008429MUNNBI,  Location: JUST W OF SUMMER ST (Lat: 41.933653,  Lng: -70.923328),  Route carried "on" structure: City street ,  Year Built: 1912,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,600 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,080 (year 2031),  Features Intersected: WATER NEMASKET RIVER,  Facility Carried by Structure: HWY MURDOCK ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $654,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $982,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M180104BWDOT634,  Location: 0.1MI SOUTH OF EVERETT ST (Lat: 41.912119,  Lng: -70.927019),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 642 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 790 (year 2032),  Design Load: HS 20,  Features Intersected: RR MBTA/CSX,  Facility Carried by Structure: HWY CROSS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.40m (14.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $2,033,000,  Roadway Improvement Cost: $204,000,  Total Project Cost: $3,050,000 ( 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: M18012427MUNNBI,  Location: JUST SW OF RTE 44 (Lat: 41.906522,  Lng: -70.913236),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 2.57m (8.43ft),  Average Daily Traffic: 4,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,948 (year 2031),  Design Load: HS 20,  Features Intersected: WATER NEMASKET RIVER,  Facility Carried by Structure: HWY NEMASKET ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.7 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: Better than present minimum 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: June 2020,  Bridge Improvement Cost: $1,079,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $1,619,000 ( Estimate for 2022),  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: M180144BXDOT634,  Location: MBTA MP 34/396 (Lat: 41.894358,  Lng: -70.919639),  Route carried "on" structure: City street ,  Year Built: 1899,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 6,214 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,162 (year 2032),  Design Load: HS 20,  Features Intersected: RR MBTA/CSX,  Facility Carried by Structure: HWY CENTER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.6 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $698,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $1,048,000 ( 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: M180154BYDOT634,  Location: TAUNTON TRACKS MP#34.894 (Lat: 41.887681,  Lng: -70.921756),  Route carried "on" structure: State highway 28,  Year Built: 1850,  Year Reconstructed: 1949,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 20,800 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,481 (year 2032),  Design Load: H 20,  Features Intersected: RR MBTA/CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 136.372,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 85.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,514,000,  Roadway Improvement Cost: $252,000,  Total Project Cost: $3,772,000 ( 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: M180164C0DOT634,  Location: RAILROAD MP 34/894 (Lat: 41.887356,  Lng: -70.920733),  Route carried "on" structure: State highway 28,  Year Built: 1850,  Year Reconstructed: 1949,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 20,800 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,481 (year 2032),  Design Load: H 20,  Features Intersected: RR MBTA/MACRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 137.840,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.0 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: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,139,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,709,000 ( 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: M18017463DOTNBI,  Location: .25 MI W OF RTE 28 (Lat: 41.882472,  Lng: -70.921031),  Route carried "on" structure: Interstate 495,  Year Built: 1958,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 46,800 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 94,758 (year 2032),  Design Load: HS 20,  Features Intersected: COMB ST105 & MBTA/MACRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.970,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 39.7m (130.2ft),  Out-to-Out Width: 40.7m (133.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $8,953,000,  Roadway Improvement Cost: $896,000,  Total Project Cost: $13,430,000 ( Estimate for 2022),  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: M180184AKDOTNBI,  Location: .5 MI S OF RTE 105 (Lat: 41.882903,  Lng: -70.908469),  Route carried "on" structure: State highway 28,  Year Built: 1930,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 21,400 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 34,271 (year 2031),  Design Load: H 20,  Features Intersected: WATER NEMASKET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 134.924,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $261,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $392,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M180204BUDOT634,  Location: .5 M S OF ST 28 (Lat: 41.873814,  Lng: -70.907067),  Route carried "on" structure: City street ,  Year Built: 1850,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 4,600 (year 2022),  Truck Traffic: 13%,  Average Future Daily Traffic: 11,687 (year 2033),  Design Load: H 20,  Features Intersected: RR MBTA,  Facility Carried by Structure: HWY WOOD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.2 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: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $669,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $1,004,000 ( 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: M1802249YDOTNBI,  Location: 1.3 M S OF RTE 44 (Lat: 41.896228,  Lng: -70.897586),  Route carried "on" structure: State highway 105,  Year Built: 1926,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 4,800 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,635 (year 2031),  Design Load: H 20,  Features Intersected: WATER NEMASKET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.988,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $717,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $1,076,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M18026428MUNNBI,  Location: .2 MI SE OF RTE 105 (Lat: 41.890369,  Lng: -70.904544),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 8,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,845 (year 2031),  Features Intersected: WATER NEMASKET RIVER,  Facility Carried by Structure: HWY WAREHAM ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.40m (1.31ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020,  Bridge Improvement Cost: $287,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $431,000 ( Estimate for 2022)

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Structure Number: M180294AGDOTNBI,  Location: ADJACENT TO I-495 (Lat: 41.869136,  Lng: -70.889508),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 3,200 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,474 (year 2031),  Design Load: H 20,  Features Intersected: WATER FALL BROOK,  Facility Carried by Structure: HWY CHERRY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.993,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.40m (1.31ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: June 2020,  Underwater Inspection Date: March 2019,  Bridge Improvement Cost: $263,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $395,000 ( Estimate for 2022)

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Structure Number: M1804147CDOTNBI,  Location: AT MIDDLEBORO RAYNHAM TL (Lat: 41.923764,  Lng: -70.996447),  Route carried "on" structure: Interstate 495,  Year Built: 1962,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 27,770 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 50,064 (year 2032),  Design Load: HS 20,  Features Intersected: WATER TAUNTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.262,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 21.3m (69.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 97.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.20m (17.06ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: October 2021,  Underwater Inspection Date: May 2019,  Bridge Improvement Cost: $589,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $884,000 ( 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: M1804147EDOTNBI,  Location: AT MIDDLEBORO RAYNHAM TL (Lat: 41.923525,  Lng: -70.996811),  Route carried "on" structure: Interstate 495,  Year Built: 1962,  Status: Open,  Structure Length: 5.19m (17.03ft),  Average Daily Traffic: 32,550 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 50,064 (year 2032),  Design Load: H 20,  Features Intersected: WATER TAUNTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.262,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 21.3m (69.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.20m (17.06ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: October 2021,  Underwater Inspection Date: May 2019,  Bridge Improvement Cost: $2,586,000,  Roadway Improvement Cost: $259,000,  Total Project Cost: $3,880,000 ( 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: M180424AYDOTNBI,  Location: 0.5 M S OF RAYNHAM TL (Lat: 41.918992,  Lng: -70.989808),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 11.80m (38.71ft),  Average Daily Traffic: 2,350 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,553 (year 2032),  Design Load: H 20,  Features Intersected: I 495,  Facility Carried by Structure: HWY VERNON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.610,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.5m (100.1ft),  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: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.9 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: 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: 11.90m (39.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $5,937,000,  Roadway Improvement Cost: $594,000,  Total Project Cost: $8,906,000 ( 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: M180434AADOTNBI,  Location: .4 M S OF RTE 28 (Lat: 41.868719,  Lng: -70.889639),  Route carried "on" structure: City street ,  Year Built: 1958,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 900 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,685 (year 2031),  Design Load: H 20,  Features Intersected: I 495,  Facility Carried by Structure: HWY CHERRY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 23.5m (77.1ft),  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: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  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: 7.30m (23.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $3,613,000,  Roadway Improvement Cost: $362,000,  Total Project Cost: $5,420,000 ( 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: M18044461DOTNBI,  Location: 1.8 M S OF RTE 105 (Lat: 41.869208,  Lng: -70.890439),  Route carried "on" structure: Interstate 495,  Year Built: 1957,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 108,024 (year 2032),  Design Load: H 20,  Features Intersected: WATER FALL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.057,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 39.1m (128.3ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $894,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $1,342,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: M180454C1DOT634,  Location: .5 M W OF RTE 28 (Lat: 41.867886,  Lng: -70.889836),  Route carried "on" structure: City street ,  Year Built: 1957,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 2,857 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,738 (year 2033),  Design Load: H 20,  Features Intersected: RR MACRR,  Facility Carried by Structure: HWY CHERRY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on 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: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $408,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $613,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: M180474AXDOTNBI,  Location: 1.0 M S OF RTE 105 (Lat: 41.875550,  Lng: -70.904169),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 3,839 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,949 (year 2031),  Design Load: H 20,  Features Intersected: I 495,  Facility Carried by Structure: HWY WOOD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.7 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: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $3,264,000,  Roadway Improvement Cost: $327,000,  Total Project Cost: $4,897,000 ( 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: M18048ADTDOTNBI,  Location: 3 M W OF LAKEVILLE TL (Lat: 41.849336,  Lng: -70.858675),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 2,600 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,317 (year 2031),  Design Load: HS 20,  Features Intersected: I 495,  Facility Carried by Structure: HWY MILLER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.7m (87.6ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.40m (17.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,833,000,  Roadway Improvement Cost: $184,000,  Total Project Cost: $2,750,000 ( 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: M18049460DOTNBI,  Location: 3 M W OF CARVER TL (Lat: 41.846339,  Lng: -70.849778),  Route carried "on" structure: Interstate 495,  Year Built: 1958,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 49,165 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 71,068 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: ST 28 WAREHAM ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.239,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 38.6m (126.6ft),  Out-to-Out Width: 40.1m (131.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 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: 5.90m (19.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $930,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,396,000 ( 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: M18050464DOTNBI,  Location: CSX TRACK MP QNB 20.82 (Lat: 41.886600,  Lng: -70.931128),  Route carried "on" structure: Interstate 495,  Year Built: 1958,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 53,500 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 63,172 (year 2032),  Design Load: H 20,  Features Intersected: RR MBTA/CSX QNB 20.82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.348,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 26 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 37.9m (124.3ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $917,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $1,376,000 ( 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: M18051462DOTNBI,  Location: 1 M S OF RTE 495 / 105 (Lat: 41.878519,  Lng: -70.911411),  Route carried "on" structure: Interstate 495,  Year Built: 1958,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 47,381 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 102,654 (year 2031),  Design Load: H 20,  Features Intersected: WATER NEMASKET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.346,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 42.3 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable 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: September 2020,  Underwater Inspection Date: March 2019,  Bridge Improvement Cost: $2,145,000,  Roadway Improvement Cost: $215,000,  Total Project Cost: $3,218,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M1805247DDOTNBI,  Location: 1 M S OF RTE 44 / 495 (Lat: 41.898508,  Lng: -70.958506),  Route carried "on" structure: State highway 18,  Year Built: 1958,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 26,700 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,967 (year 2032),  Design Load: H 20,  Features Intersected: I 495
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.233,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.2 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: 9.70m (31.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $6,173,000,  Roadway Improvement Cost: $618,000,  Total Project Cost: $9,260,000 ( 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: M1805345DDOTNBI,  Location: .1 M N OF RTE 18 / 495 (Lat: 41.902656,  Lng: -70.964792),  Route carried "on" structure: US 44,  Year Built: 1958,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 32,185 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 60,961 (year 2032),  Design Load: H 20,  Features Intersected: I 495
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.037,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 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,  Length Of Structure Improvement: 8.80m (28.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,293,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $1,940,000 ( Estimate for 2022),  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: M1805445CDOTNBI,  Location: .5 M W OF EVERETT ST (Lat: 41.906761,  Lng: -70.924403),  Route carried "on" structure: US 44,  Year Built: 1963,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 30,300 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 43,115 (year 2033),  Design Load: H 20,  Features Intersected: RR MBTA/CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.903,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 36.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  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: 3.00m (9.84ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Other Special Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,697,000,  Roadway Improvement Cost: $170,000,  Total Project Cost: $2,546,000 ( 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: M1805545BDOTNBI,  Location: .5 M S OF RTE 44 / RR (Lat: 41.907556,  Lng: -70.914908),  Route carried "on" structure: US 44,  Year Built: 1963,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 30,379 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,058 (year 2031),  Design Load: H 20,  Features Intersected: WATER NEMASKET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.301,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.0 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: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $638,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $958,000 ( Estimate for 2022)

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Structure Number: M1805645XDOTNBI,  Location: 2 M N OF ROCHESTER TL (Lat: 41.824700,  Lng: -70.808242),  Route carried "on" structure: Interstate 495,  Year Built: 1964,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 26,280 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,534 (year 2031),  Design Load: H 20,  Features Intersected: HWY PINE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.894,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.6 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,328,000,  Roadway Improvement Cost: $133,000,  Total Project Cost: $1,993,000 ( 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: M1805645YDOTNBI,  Location: 2 M N OF ROCHESTER TL (Lat: 41.824614,  Lng: -70.808792),  Route carried "on" structure: Interstate 495,  Year Built: 1964,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 24,075 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 39,482 (year 2031),  Design Load: H 20,  Features Intersected: HWY PINE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.894,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,328,000,  Roadway Improvement Cost: $133,000,  Total Project Cost: $1,993,000 ( 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: M1805745ADOTNBI,  Location: 1 MI NW OF CARVER TL (Lat: 41.917231,  Lng: -70.841550),  Route carried "on" structure: US 44,  Year Built: 1968,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 32,500 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 24,716 (year 2033),  Design Load: H 20,  Features Intersected: HWY CARMEL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.576,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.1 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: 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,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $702,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $1,054,000 ( 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: M18060441MUNNBI,  Location: .1 MI E OF LAKEVILLE (Lat: 41.814733,  Lng: -70.898292),  Route carried "on" structure: City street ,  Year Built: 1910,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 600 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,527 (year 2031),  Features Intersected: WATER POCKSHA POND,  Facility Carried by Structure: HWY LONG PT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Masonry,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater Inspection Date: November 2020,  Bridge Improvement Cost: $327,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $491,000 ( Estimate for 2022)

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Structure Number: M180424AYDOTNBI,  Location: 0.5 M S OF RAYNHAM TL (Lat: 41.916667,  Lng: -70.983333),  Route carried "under" structure: Interstate 495,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 0000),  Features Intersected: I 495 NB,  Facility Carried by Structure: HWY VERNON ST
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 4.345,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: M180424AYDOTNBI,  Location: 0.5 M S OF RAYNHAM TL (Lat: 41.916667,  Lng: -70.983333),  Route carried "under" structure: Interstate 495,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 0000),  Features Intersected: I 495 SB,  Facility Carried by Structure: HWY VERNON ST
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 4.345,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: M180434AADOTNBI,  Location: 0.3 M W OF RTE 105 (Lat: 41.866667,  Lng: -70.883333),  Route carried "under" structure: Interstate 495,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 0000),  Features Intersected: I 495 NB,  Facility Carried by Structure: HWY CHERRY ST
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 7.338,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: M180434AADOTNBI,  Location: 0.3 M W OF RTE 105 (Lat: 41.866667,  Lng: -70.883333),  Route carried "under" structure: Interstate 495,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 0000),  Features Intersected: I 495 SB,  Facility Carried by Structure: HWY CHERRY ST
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 7.338,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: M180474AXDOTNBI,  Location: 1.0 M S OF RTE 105 (Lat: 41.883333,  Lng: -70.900000),  Route carried "under" structure: Interstate 495,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 0000),  Features Intersected: I 495 NB,  Facility Carried by Structure: HWY WOOD ST
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 5.890,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: M180474AXDOTNBI,  Location: 1.0 M S OF RTE 105 (Lat: 41.883333,  Lng: -70.900000),  Route carried "under" structure: Interstate 495,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 0000),  Features Intersected: I 495 SB,  Facility Carried by Structure: HWY WOOD ST
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 5.890,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: M1805247DDOTNBI,  Location: 1.0 M S OF RTE 44 / 495 (Lat: 41.900000,  Lng: -70.966667),  Route carried "under" structure: Interstate 495,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 0000),  Features Intersected: I 495 NB,  Facility Carried by Structure: ST 18 BEDFORD ST
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.756,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: M1805247DDOTNBI,  Location: 1.0 M S OF RTE 44 / 495 (Lat: 41.900000,  Lng: -70.966667),  Route carried "under" structure: Interstate 495,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 0000),  Features Intersected: I 495 SB,  Facility Carried by Structure: ST 18 BEDFORD ST
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.756,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: M1805345DDOTNBI,  Location: 1.0 M N OF RTE 18 / 495 (Lat: 41.900000,  Lng: -70.966667),  Route carried "under" structure: Interstate 495,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 0000),  Features Intersected: I 495 SB,  Facility Carried by Structure: US 44 HARDING ST
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: M1805345DDOTNBI,  Location: 1.0 M N OF RTE 18 / 495 (Lat: 41.900000,  Lng: -70.966667),  Route carried "under" structure: Interstate 495,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 0000),  Features Intersected: I 495 NB,  Facility Carried by Structure: US 44 HARDING ST
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)