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

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Structure Number: O06001BJLMUNNBI,  Location: 300 FT E OF ST56 (Lat: 42.187950,  Lng: -71.896672),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 6,254 (year 2015),  Truck Traffic: 2%,  Design Load: HS 20,  Features Intersected: WATER FRENCH RIVER,  Facility Carried by Structure: HWY COMINS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.050,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: O060021LGDOTNBI,  Location: .1 MI E OF ST-56 (Lat: 42.168028,  Lng: -71.891719),  Route carried "on" structure: US 20,  Year Built: 1956,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 26,203 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,482 (year 2032),  Design Load: H 20,  Features Intersected: WATER FRENCH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 169.503,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 67.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,504,000,  Roadway Improvement Cost: $151,000,  Total Project Cost: $2,257,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: O060031Y3DOTNBI,  Location: .1 MI.WEST OF ST.12 (Lat: 42.163383,  Lng: -71.888322),  Route carried "on" structure: State highway 56,  Year Built: 1971,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 6,959 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,055 (year 2031),  Design Load: H 20,  Features Intersected: WATER FRENCH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 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: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,591,000,  Roadway Improvement Cost: $160,000,  Total Project Cost: $2,387,000 ( 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: O060041GYMUNNBI,  Location: 0.2 MI WEST OF RTE-12 (Lat: 42.154764,  Lng: -71.882492),  Route carried "on" structure: City street ,  Year Built: 1891,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 764 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,579 (year 2032),  Features Intersected: WATER FRENCH RIVER,  Facility Carried by Structure: HWY CLARA BTN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,149,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $1,724,000 ( Estimate for 2022)

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Structure Number: O060091D4MUNNBI,  Location: .15 MI NW OF DUDLEY RD (Lat: 42.114189,  Lng: -71.881517),  Route carried "on" structure: City street ,  Year Built: 1880,  Year Reconstructed: 1949,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 6,491 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,003 (year 2032),  Features Intersected: WATER FRENCH RIVER,  Facility Carried by Structure: HWY CHARLTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.996,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $491,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $737,000 ( Estimate for 2022)

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Structure Number: O060101H0MUNNBI,  Location: 200 FT S. BUFFEM DAM RD (Lat: 42.116631,  Lng: -71.897583),  Route carried "on" structure: City street ,  Year Built: 1860,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,900 (year 2012),  Truck Traffic: 40%,  Average Future Daily Traffic: 7,739 (year 2031),  Features Intersected: WATER LITTLE RIVER,  Facility Carried by Structure: HWY OLD WEBSTER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.021,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $58,000 ( Estimate for 2022)

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Structure Number: O060111D3MUNNBI,  Location: .5 MI SW OF CHARLTON ST (Lat: 42.107106,  Lng: -71.883050),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Posted for load,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 6,100 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,793 (year 2031),  Design Load: H 20,  Features Intersected: WATER FRENCH RIVER,  Facility Carried by Structure: HWY DUDLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: June 2020,  Underwater Inspection Date: August 2019,  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

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Structure Number: O060121D2MUNNBI,  Location: .6 MI SW OF RTE 12 (Lat: 42.091494,  Lng: -71.880281),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Posted for load,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 4,759 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,212 (year 2032),  Design Load: H 20,  Features Intersected: WATER FRENCH RIVER,  Facility Carried by Structure: HWY HARWOOD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: Town or Township 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: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 15.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,301,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $1,952,000 ( 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: O060284M6DOTNBI,  Location: NEAR TEXAS POND J8 (Lat: 42.181467,  Lng: -71.897769),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.74m (15.55ft),  Average Daily Traffic: 39,545 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 78,965 (year 2032),  Design Load: HS 20,  Features Intersected: ST 56 LEICESTER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 140.975,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.80m (15.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $3,262,000,  Roadway Improvement Cost: $327,000,  Total Project Cost: $4,894,000 ( 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: O060284M7DOTNBI,  Location: NEAR TEXAS POND J8 (Lat: 42.181653,  Lng: -71.897778),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.74m (15.55ft),  Average Daily Traffic: 38,661 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 78,965 (year 2032),  Design Load: HS 20,  Features Intersected: ST 56 LEICESTER ST
Minimum Vertical Clearance: 99.00m (324.80ft),  Kilometerpoint: 140.975,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.80m (15.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $3,262,000,  Roadway Improvement Cost: $327,000,  Total Project Cost: $4,894,000 ( 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: O060301D5MUNNBI,  Location: .2 MI S OF LEICESTER T.L. (Lat: 42.188889,  Lng: -71.897914),  Route carried "on" structure: City street 56,  Year Built: 1964,  Status: Temporarily open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 5,949 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,845 (year 2032),  Design Load: H 20,  Features Intersected: WATER FRENCH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.347,  Lanes on structure: 3,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 13.9m (45.6ft),  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-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Good,  Channel: Poor,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: June 2021,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $1,405,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $2,108,000 ( 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: O060321PWDOTNBI,  Location: .1 MI EAST OF ST-12 (Lat: 42.080953,  Lng: -71.866361),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 7,827 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,981 (year 2032),  Design Load: H 20,  Features Intersected: I 395,  Facility Carried by Structure: HWY CUDWORTH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Length Of Structure Improvement: 9.00m (29.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $7,920,000,  Roadway Improvement Cost: $793,000,  Total Project Cost: $11,881,000 ( 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: O060331PXDOTNBI,  Location: 1.2 MI SO. OF SUTTON ROAD (Lat: 42.098172,  Lng: -71.859919),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 930 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 632 (year 2031),  Design Load: H 20,  Features Intersected: I 395,  Facility Carried by Structure: HWY HOLBROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.1m (161.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.10m (33.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,286,000,  Roadway Improvement Cost: $229,000,  Total Project Cost: $3,430,000 ( 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: O060341PYDOTNBI,  Location: .5 MI E OF ST-12 (Lat: 42.105750,  Lng: -71.856256),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 1,000 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,579 (year 2032),  Design Load: H 20,  Features Intersected: I 395,  Facility Carried by Structure: HWY HUGUENOT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 58.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.10m (26.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $4,359,000,  Roadway Improvement Cost: $436,000,  Total Project Cost: $6,539,000 ( 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: O060351Q2DOTNBI,  Location: .4 MI. E. OF ST-12 (Lat: 42.116417,  Lng: -71.855028),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 6.93m (22.74ft),  Average Daily Traffic: 4,100 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,475 (year 2033),  Design Load: HS 20,  Features Intersected: I 395,  Facility Carried by Structure: HWY SUTTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.800,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.6m (110.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.00m (22.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $7,314,000,  Roadway Improvement Cost: $732,000,  Total Project Cost: $10,972,000 ( 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: O060361Q3DOTNBI,  Location: I-395 MM 7.6 (Lat: 42.131106,  Lng: -71.857008),  Route carried "on" structure: Interstate 395,  Year Built: 1973,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 29,401 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 63,172 (year 2031),  Design Load: HS 20,  Features Intersected: HWY DANA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.261,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  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: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $114,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $172,000 ( 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: O060361Q4DOTNBI,  Location: .6 MI. N. OF SUTTON AVE. (Lat: 42.131122,  Lng: -71.857517),  Route carried "on" structure: Interstate 395,  Year Built: 1973,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 20,637 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 63,172 (year 2031),  Design Load: HS 20,  Features Intersected: HWY DANA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.261,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  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: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  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

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Structure Number: O060371Q5DOTNBI,  Location: MM 8.2 (Lat: 42.138664,  Lng: -71.856078),  Route carried "on" structure: Interstate 395,  Year Built: 1976,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 29,401 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,165 (year 2032),  Design Load: HS 20,  Features Intersected: HWY FEDERAL HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.068,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,346,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $2,020,000 ( 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: O060371Q6DOTNBI,  Location: MM 8.2 (Lat: 42.138653,  Lng: -71.856661),  Route carried "on" structure: Interstate 395,  Year Built: 1976,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 25,374 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 28,427 (year 2032),  Design Load: HS 20,  Features Intersected: HWY FEDERAL HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.068,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,346,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $2,020,000 ( 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: O060381Q7DOTNBI,  Location: .5 MI. S. OF DEPOT RD. (Lat: 42.143803,  Lng: -71.856889),  Route carried "on" structure: Interstate 395,  Year Built: 1976,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 29,401 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 34,745 (year 2032),  Design Load: HS 20,  Features Intersected: HWY MILLBURY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.727,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of replacement,  Length Of Structure Improvement: 4.40m (14.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $3,273,000,  Roadway Improvement Cost: $328,000,  Total Project Cost: $4,910,000 ( 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: O060381Q8DOTNBI,  Location: .5 MI. S. OF DEPOT RD. (Lat: 42.143461,  Lng: -71.857311),  Route carried "on" structure: Interstate 395,  Year Built: 1976,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 25,374 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 34,745 (year 2032),  Design Load: HS 20,  Features Intersected: HWY MILLBURY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.727,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,884,000,  Roadway Improvement Cost: $189,000,  Total Project Cost: $2,827,000 ( 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: O060391Q9DOTNBI,  Location: .5 MILE SOUTH OF DEPOT RD (Lat: 42.144656,  Lng: -71.857053),  Route carried "on" structure: Interstate 395,  Year Built: 1976,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 22,826 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 64,751 (year 2032),  Design Load: HS 20,  Features Intersected: RR PWRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.679,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,561,000,  Roadway Improvement Cost: $157,000,  Total Project Cost: $2,342,000 ( 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: O060391QADOTNBI,  Location: MM 8.6 (Lat: 42.144378,  Lng: -71.857475),  Route carried "on" structure: Interstate 395,  Year Built: 1976,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 24,986 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 39,482 (year 2032),  Design Load: HS 20,  Features Intersected: RR PWRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.679,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 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 or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,561,000,  Roadway Improvement Cost: $157,000,  Total Project Cost: $2,342,000 ( 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: O060401QDDOTNBI,  Location: .5MI. E. OF ST-12 (Lat: 42.150928,  Lng: -71.856928),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 4,495 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,633 (year 2032),  Design Load: HS 20,  Features Intersected: I 395,  Facility Carried by Structure: HWY DEPOT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 46.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.4 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: Superior to present desirable criteria,  Length Of Structure Improvement: 8.20m (26.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $8,568,000,  Roadway Improvement Cost: $857,000,  Total Project Cost: $12,853,000 ( 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: O060411Q0DOTNBI,  Location: .4M S. OF SUTTON AVE. (Lat: 42.110283,  Lng: -71.854881),  Route carried "on" structure: Interstate 395,  Year Built: 1973,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 21,268 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 44,220 (year 2032),  Design Load: HS 20,  Features Intersected: WATER LOWES POND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.913,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,292,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $1,939,000 ( 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: O060411Q1DOTNBI,  Location: JUST S. OF SUTTON AVE. (Lat: 42.110250,  Lng: -71.855444),  Route carried "on" structure: Interstate 395,  Year Built: 1973,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 21,156 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,220 (year 2032),  Design Load: HS 20,  Features Intersected: WATER LOWES POND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.913,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $2,397,000,  Roadway Improvement Cost: $240,000,  Total Project Cost: $3,596,000 ( 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: O060421QBDOTNBI,  Location: .1MI. S. OF DEPOT RD. (Lat: 42.149750,  Lng: -71.856975),  Route carried "on" structure: Interstate 395,  Year Built: 1976,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 22,826 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 39,482 (year 2032),  Design Load: HS 20,  Features Intersected: WATER WELLINGTON BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.323,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Inventory Rating: 58.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $462,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $694,000 ( Estimate for 2022)

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Structure Number: O060421QCDOTNBI,  Location: .1 MI S OF DEPOT RD (Lat: 42.149831,  Lng: -71.857500),  Route carried "on" structure: Interstate 395,  Year Built: 1976,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 27,053 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 39,482 (year 2032),  Design Load: HS 20,  Features Intersected: WATER WELLINGTON BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.323,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Fair,  Culverts: Good,  Inventory Rating: 56.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $453,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $680,000 ( Estimate for 2022)

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Structure Number: O060431QEDOTNBI,  Location: ON RAMP SOUTH EXIT 5 (Lat: 42.149158,  Lng: -71.859086),  Route carried "on" structure: Interstate 395,  Year Built: 1976,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,322 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,517 (year 2032),  Design Load: HS 20,  Features Intersected: WATER WELLINGTON BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 55.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $420,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $631,000 ( Estimate for 2022)

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Structure Number: O060441KFDOTNBI,  Location: .1 M. EAST OF I-395 (Lat: 42.150403,  Lng: -71.855903),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,449 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,791 (year 2031),  Design Load: HS 20,  Features Intersected: WATER WELLINGTON BROOK,  Facility Carried by Structure: HWY DEPOT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.2m (0.7ft)

Condition: Channel: Fair,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  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 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $483,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $725,000 ( Estimate for 2022)

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Structure Number: O060451QFDOTNBI,  Location: N.E. SET OF RAMPS EXIT 5 (Lat: 42.151211,  Lng: -71.854264),  Route carried "on" structure: Interstate 395,  Year Built: 1976,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,582 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,738 (year 2032),  Design Load: HS 20,  Features Intersected: WATER WELLINGTON BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: O060504M8DOTNBI,  Location: I-90 MM 87.1 (Lat: 42.178311,  Lng: -71.907019),  Route carried "on" structure: City street ,  Year Built: 1957,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 200 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 948 (year 2031),  Design Load: HS 20,  Features Intersected: I 90,  Facility Carried by Structure: HWY MERRIAM RD
Minimum Vertical Clearance: 99.00m (324.80ft),  Kilometerpoint: 140.170,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.1m (62.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,477,000,  Roadway Improvement Cost: $248,000,  Total Project Cost: $3,716,000 ( 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: O060514M5DOTNBI,  Location: .2 MI EAST OF ST 56 (Lat: 42.181944,  Lng: -71.896247),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 106,021 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 150,064 (year 2031),  Design Load: HS 20,  Features Intersected: WATER FRENCH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 141.136,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,158,000,  Roadway Improvement Cost: $216,000,  Total Project Cost: $3,238,000 ( Estimate for 2022)

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Structure Number: O060524M4DOTNBI,  Location: .1 MI W AUBURN TWN LN J10 (Lat: 42.183550,  Lng: -71.888981),  Route carried "on" structure: City street ,  Year Built: 1957,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 6.97m (22.87ft),  Average Daily Traffic: 130 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 205 (year 2031),  Design Load: HS 20,  Features Intersected: I 90,  Facility Carried by Structure: HWY ASHWORTH DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 141.779,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.3m (63.3ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.00m (22.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,585,000,  Roadway Improvement Cost: $259,000,  Total Project Cost: $3,878,000 ( 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: O060504M8DOTNBI,  Location: AT MILE 87.1 (Lat: 42.183333,  Lng: -71.900000),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 32,573 (year 2000),  Features Intersected: I 90 EB,  Facility Carried by Structure: HWY MERRIAM RD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 140.170,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: O060504M8DOTNBI,  Location: AT MILE 87.1 (Lat: 42.183333,  Lng: -71.900000),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 32,573 (year 2000),  Features Intersected: I 90 WB,  Facility Carried by Structure: HWY MERRIAM RD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 140.170,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: O060524M4DOTNBI,  Location: AT MILE 88.1 (Lat: 42.183333,  Lng: -71.883333),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 32,573 (year 2000),  Features Intersected: I 90 EB,  Facility Carried by Structure: HWY ASHWORTH DR
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 141.779,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: O060524M4DOTNBI,  Location: AT MILE 88.1 (Lat: 42.183333,  Lng: -71.883333),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 32,573 (year 2000),  Features Intersected: I 90 WB,  Facility Carried by Structure: HWY ASHWORTH DR
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 141.779,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)