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

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Structure Number: T0100140WDOT634,  Location: MP QNB 14.8 (Lat: 41.879992,  Lng: -71.044794),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 3,400 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,581 (year 2033),  Design Load: HS 20,  Features Intersected: RR MBTA/CSX,  Facility Carried by Structure: HWY STEVENS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  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: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 72.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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: January 2022,  Bridge Improvement Cost: $1,352,000,  Roadway Improvement Cost: $136,000,  Total Project Cost: $2,029,000 ( 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: T01003AGWDOT634,  Location: MP QNB 17.8 (Lat: 41.886375,  Lng: -70.990819),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 3,200 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,949 (year 2033),  Design Load: HS 20,  Features Intersected: RR MBTA/CSX,  Facility Carried by Structure: HWY MIDDLBORO AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.1m (62.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $626,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $940,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: T010063NMDOTNBI,  Location: .6 MI SE OF DEAN ST US 44 (Lat: 41.896733,  Lng: -71.081350),  Route carried "on" structure: State highway 140,  Year Built: 1972,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 29,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 41,062 (year 2031),  Design Load: HS 20,  Features Intersected: WATER TAUNTON RIVER
Minimum Vertical Clearance: 27.43m (89.99ft),  Kilometerpoint: 34.528,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 57.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: June 2020,  Underwater Inspection Date: March 2020,  Bridge Improvement Cost: $476,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $715,000 ( 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: T010073K9MUNNBI,  Location: AT JCT OF WATER ST (Lat: 41.886072,  Lng: -71.089042),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 20,600 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,376 (year 2032),  Design Load: H 20,  Features Intersected: WATER TAUNTON RIVER,  Facility Carried by Structure: HWY PLAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 46.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: November 2021,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $2,544,000,  Roadway Improvement Cost: $255,000,  Total Project Cost: $3,817,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: T01008AFDMUNNBI,  Location: JUST S OF ST140 (Lat: 41.896083,  Lng: -71.082028),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 2.02m (6.63ft),  Average Daily Traffic: 8,400 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,531 (year 2032),  Design Load: HS 20,  Features Intersected: WATER MILL RIVER,  Facility Carried by Structure: HWY INGELL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.0m (62.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  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: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $990,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,486,000 ( 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: T0100940VDOT634,  Location: .4 MI SE OF DEAN ST US 44 (Lat: 41.897772,  Lng: -71.084439),  Route carried "on" structure: State highway 140,  Year Built: 1850,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 10,600 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,586 (year 2033),  Design Load: HS 20,  Features Intersected: RR MACRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.922,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.1m (26.6ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 82.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.7 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $378,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $568,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: T01010AKGDOT634,  Location: .2 MI NW OF INGELL ST (Lat: 41.895042,  Lng: -71.085736),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 3.03m (9.94ft),  Average Daily Traffic: 4,200 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,476 (year 2033),  Design Load: HS 20,  Features Intersected: RR MACRR,  Facility Carried by Structure: HWY HIGH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.2m (30.2ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.0 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 desirable 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: January 2022,  Bridge Improvement Cost: $1,696,000,  Roadway Improvement Cost: $170,000,  Total Project Cost: $2,545,000 ( 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: T01011ATCMUNNBI,  Location: BEHIND CITY HALL (Lat: 41.899628,  Lng: -71.089739),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 2.30m (7.55ft),  Average Daily Traffic: 8,600 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,584 (year 2031),  Design Load: HS 20,  Features Intersected: WATER MILL RIVER,  Facility Carried by Structure: HWY SPRING ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.0m (72.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,109,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $1,664,000 ( 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: T010123WFDOTNBI,  Location: .1 MI S OF US 44 (Lat: 41.900125,  Lng: -71.092283),  Route carried "on" structure: State highway 138,  Year Built: 1947,  Status: Posted for load,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 12,500 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,427 (year 2032),  Design Load: H 20,  Features Intersected: WATER MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 36.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Underwater Inspection Date: January 2022,  Bridge Improvement Cost: $945,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $1,418,000 ( 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: T010133N7DOTNBI,  Location: .1 MI W OF TAUNTON GREEN (Lat: 41.900950,  Lng: -71.094364),  Route carried "on" structure: US 44,  Year Built: 1850,  Year Reconstructed: 1952,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 15,900 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 34,745 (year 2032),  Design Load: H 20,  Features Intersected: WATER MILL RIVER
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: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $65,000 ( 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: T010143K3MUNNBI,  Location: AT GAZZETTE BUILDING (Lat: 41.901414,  Lng: -71.094883),  Route carried "on" structure: City street ,  Year Built: 1850,  Year Reconstructed: 1950,  Status: Posted for load,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 10,250 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,004 (year 2032),  Design Load: H 20,  Features Intersected: WATER MILL RIVER,  Facility Carried by Structure: HWY COHANNET ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 34.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.4 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: December 2020,  Bridge Improvement Cost: $1,161,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $1,742,000 ( 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: T01015BHKDOTNBI,  Location: .1 MI NE OF TREMONT ST (Lat: 41.903350,  Lng: -71.097628),  Route carried "on" structure: State highway 140,  Year Built: 2016,  Status: Open,  Structure Length: 2.36m (7.74ft),  Average Daily Traffic: 15,642 (year 2021),  Truck Traffic: 5%,  Design Load: HL 93,  Features Intersected: WATER MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: T010173K5MUNNBI,  Location: .75 MI NE OF RTE 140 (Lat: 41.916789,  Lng: -71.100783),  Route carried "on" structure: City street ,  Year Built: 1850,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 3,755 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,896 (year 2031),  Design Load: H 20,  Features Intersected: WATER MILL RIVER,  Facility Carried by Structure: HWY DANFORTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.384,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 71.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: November 2020,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $605,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $908,000 ( 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: T010183K6MUNNBI,  Location: @ REED AND BARTON (Lat: 41.918850,  Lng: -71.100961),  Route carried "on" structure: City street ,  Year Built: 1850,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 1.72m (5.64ft),  Average Daily Traffic: 6,856 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,054 (year 2031),  Design Load: HS 20,  Features Intersected: WATER MILL RIVER,  Facility Carried by Structure: HWY W BRITANNIA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 92.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $628,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $943,000 ( 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: T01019AV4MUNNBI,  Location: 0.1 MI WEST OF 3K6 (Lat: 41.918828,  Lng: -71.101731),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 6,856 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,054 (year 2031),  Design Load: HS 20,  Features Intersected: WATER MILL RIVER CANAL,  Facility Carried by Structure: HWY W BRITANNIA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.336,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  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: 15.1m (49.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.2 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: Superior 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,  Inspection Date: November 2020,  Bridge Improvement Cost: $280,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $421,000 ( Estimate for 2022)

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Structure Number: T010203K8MUNNBI,  Location: AT WHITTENTON MILL (Lat: 41.923397,  Lng: -71.105997),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 4,526 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,529 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: WATER MILL RIVER,  Facility Carried by Structure: HWY WHITTENTN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.0m (49.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 93.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $610,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $916,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: T01021B5WMUNNBI,  Location: BAY STREET AT SABBATIA LA (Lat: 41.933972,  Lng: -71.107875),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 2.18m (7.15ft),  Average Daily Traffic: 13,600 (year 2019),  Truck Traffic: 4%,  Design Load: HL 93,  Features Intersected: WATER MILL RIVER,  Facility Carried by Structure: HWY BAY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.993,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.8m (61.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.0 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: 51.8 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $758,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $1,138,000 ( 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: T010233KAMUNNBI,  Location: 1 MI W OF RAYNHAM (Lat: 41.956222,  Lng: -71.100508),  Route carried "on" structure: City street ,  Year Built: 1943,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 5,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,898 (year 2031),  Design Load: H 20,  Features Intersected: WATER SNAKE RIVER,  Facility Carried by Structure: HWY FIELD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.320,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 40.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: September 2020,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $732,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $1,099,000 ( 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: T010243LYMUNNBI,  Location: .2 MI S OF FIELD ST (Lat: 41.951378,  Lng: -71.104481),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,400 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,685 (year 2031),  Design Load: H 20,  Features Intersected: WATER SNAKE RIVER,  Facility Carried by Structure: HWY SCADDING ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Serious,  Channel: Fair,  Operating Rating: 56.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 6 months,  Underwater Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: June 2020,  Underwater Inspection Date: April 2021,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $355,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $533,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: T01027ALCMUNNBI,  Location: JUST S OF JCT RTE 44 (Lat: 41.885908,  Lng: -71.134064),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 1,800 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,053 (year 2032),  Design Load: HS 20,  Features Intersected: WATER THREE MILE RIVER,  Facility Carried by Structure: HWY COHANNET ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.1m (62.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 69.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,247,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $1,871,000 ( 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: T010283N8DOTNBI,  Location: .1 MI NE OF NO WALKER ST (Lat: 41.886422,  Lng: -71.133411),  Route carried "on" structure: US 44,  Year Built: 1954,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 26,500 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 36,640 (year 2032),  Design Load: HS 20,  Features Intersected: WATER THREE MILE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.318,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.6m (54.5ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: T01029ALYMUNNBI,  Location: .4 MI FROM N WALKER ST (Lat: 41.896494,  Lng: -71.127819),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 2.34m (7.68ft),  Average Daily Traffic: 1,500 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,263 (year 2032),  Design Load: HS 20,  Features Intersected: WATER THREE MILE RIVER,  Facility Carried by Structure: HWY FISHER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,403,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $2,105,000 ( 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: T010303P7DOTNBI,  Location: .2 MI E OF DUNBAR ST (Lat: 41.910219,  Lng: -71.128742),  Route carried "on" structure: State highway 140,  Year Built: 1936,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 17,100 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,848 (year 2032),  Design Load: H 20,  Features Intersected: WATER THREE MILE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.122,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: July 2021,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $1,063,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $1,595,000 ( 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: T010313K0MUNNBI,  Location: .1 MI E OF RTE 140 (Lat: 41.933347,  Lng: -71.154250),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 10,200 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 20,531 (year 2032),  Design Load: HS 20,  Features Intersected: WATER THREE MILE RIVER,  Facility Carried by Structure: HWY NORTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $821,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $1,232,000 ( 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: T010323N9DOTNBI,  Location: .2 MI SW OF BURT STREET (Lat: 41.877700,  Lng: -71.171147),  Route carried "on" structure: US 44,  Year Built: 1901,  Year Reconstructed: 1930,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 15,063 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,586 (year 2033),  Features Intersected: WATER SEGREGANSETT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.029,  Lanes on 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: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 68.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 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,  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: December 2021,  Bridge Improvement Cost: $366,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $550,000 ( Estimate for 2022),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: T010453MNDOTNBI,  Location: .1 MI N OF BERKLEY T.L. (Lat: 41.863956,  Lng: -71.057767),  Route carried "on" structure: State highway 24,  Year Built: 1950,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 48,600 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 63,172 (year 2032),  Design Load: H 20,  Features Intersected: RR MACRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.163,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 41.3m (135.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $325,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $488,000 ( 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: T010463MPDOTNBI,  Location: AT ST 140 (Lat: 41.872103,  Lng: -71.055525),  Route carried "on" structure: State highway 24,  Year Built: 1951,  Status: Open,  Structure Length: 3.28m (10.76ft),  Average Daily Traffic: 58,000 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 107,550 (year 2032),  Design Load: H 20,  Features Intersected: ST140 COUNTY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.439,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 28.9m (94.8ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $7,898,000,  Roadway Improvement Cost: $790,000,  Total Project Cost: $11,848,000 ( 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: T010473MQDOTNBI,  Location: CSX MP QNB 14.29 N OF 140 (Lat: 41.875739,  Lng: -71.054497),  Route carried "on" structure: State highway 24,  Year Built: 1950,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 69,622 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 91,599 (year 2032),  Design Load: H 20,  Features Intersected: RR MBTA/CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.921,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 37.8m (124.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 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: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $346,000 ( 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: T010483WYDOTNBI,  Location: .8 MI N OF ST 140 (Lat: 41.883219,  Lng: -71.052403),  Route carried "on" structure: City street ,  Year Built: 1951,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 11,700 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,110 (year 2032),  Design Load: H 20,  Features Intersected: ST 24,  Facility Carried by Structure: HWY HART ST
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: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 39.9 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,  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: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,965,000,  Roadway Improvement Cost: $297,000,  Total Project Cost: $4,448,000 ( 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: T010503NKDOTNBI,  Location: 3.2 MI SO OF RT 24 (Lat: 41.840958,  Lng: -71.008800),  Route carried "on" structure: State highway 140,  Year Built: 1959,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 14,808 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,533 (year 2032),  Design Load: H 20,  Features Intersected: ST 79 MYRICKS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.715,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $244,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $367,000 ( 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: T010513YCDOTNBI,  Location: .9 MI NW OF LAKEVILLE TL (Lat: 41.847783,  Lng: -71.019083),  Route carried "on" structure: Other road ,  Year Built: 1959,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,685 (year 2031),  Design Load: HS 20,  Features Intersected: ST140 NB,  Facility Carried by Structure: HWY HOLLOWAY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,587,000,  Roadway Improvement Cost: $159,000,  Total Project Cost: $2,381,000 ( 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: T010523X8DOTNBI,  Location: .5 MI S OF ST 24 (Lat: 41.867156,  Lng: -71.048239),  Route carried "on" structure: City street ,  Year Built: 1959,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 8,200 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,531 (year 2032),  Design Load: H 20,  Features Intersected: ST140,  Facility Carried by Structure: HWY STEVENS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 77.9 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $3,311,000,  Roadway Improvement Cost: $332,000,  Total Project Cost: $4,967,000 ( 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: T010563NLDOTNBI,  Location: 3.2 MI. SO. OF ROUTE 24 (Lat: 41.840803,  Lng: -71.009331),  Route carried "on" structure: State highway 140,  Year Built: 1970,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 15,100 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,950 (year 2032),  Design Load: H 20,  Features Intersected: ST 79 MYRICKS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.715,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $340,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $511,000 ( 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: T010573YDDOTNBI,  Location: .9 MI NW OF LAKEVILLE T.L (Lat: 41.847697,  Lng: -71.019250),  Route carried "on" structure: Other road ,  Year Built: 1970,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,527 (year 2032),  Design Load: H 20,  Features Intersected: ST140 SB,  Facility Carried by Structure: HWY HOLLOWAY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  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: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,019,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $1,529,000 ( 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: T010583YFDOTNBI,  Location: .4 MI E OF NORTON T.L. (Lat: 41.962442,  Lng: -71.123450),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 4,700 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 38,535 (year 2031),  Design Load: H 20,  Features Intersected: I 495,  Facility Carried by Structure: HWY BAY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 28.2m (92.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 77.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $3,988,000,  Roadway Improvement Cost: $399,000,  Total Project Cost: $5,983,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: T010593RVDOTNBI,  Location: 1.7 MI E OF NORTON TL (Lat: 41.960778,  Lng: -71.099694),  Route carried "on" structure: Interstate 495,  Year Built: 1980,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 48,122 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 63,962 (year 2031),  Design Load: HS 20,  Features Intersected: WATER SNAKE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.530,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $971,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,457,000 ( 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