Bridge Statistics for North Smithfield, Rhode Island (RI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 44,  Location: 0.1 Mi N of JCT RI 138 (Lat: 41.515678,  Lng: -71.703497),  Route carried "on" structure: City street ,  Year Built: 1932,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 2.15m (7.05ft),  Average Daily Traffic: 1,629 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,792 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: WOOD RIVER,  Facility Carried by Structure: BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.098,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.3m (66.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 96.2 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: 74.2 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $410,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $615,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 273,  Location: 0.7 Mi E of JCT RI 102 (Lat: 41.999242,  Lng: -71.578972),  Route carried "on" structure: State highway 5,  Year Built: 1855,  Status: Open,  Structure Length: 4.99m (16.37ft),  Average Daily Traffic: 5,430 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,973 (year 2041),  Design Load: H 20,  Features Intersected: BRANCH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.302,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.9m (163.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,123,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $1,684,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 44,  Location: 1.2 Mi S of JCT RI 104 (Lat: 41.970314,  Lng: -71.508717),  Route carried "on" structure: State highway 146,  Year Built: 1958,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 42,500 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 46,750 (year 2041),  Design Load: HS 20,  Features Intersected: RI 146A N SMITHFIELD EXP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.484,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 51.2 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: 39.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,944,000,  Roadway Improvement Cost: $294,000,  Total Project Cost: $4,416,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4415,  Location: 1.2 Mi N of JCT RI 146A (Lat: 41.974853,  Lng: -71.528919),  Route carried "on" structure: State highway 146,  Year Built: 2020,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 20,852 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,477 (year 2037),  Design Load: HL 93,  Features Intersected: RI 104 FARNUM PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.236,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State 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: 26.2m (86.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.5 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: 38.9 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $468,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $627,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Galvanized Reinforcing

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Structure Number: 4417,  Location: 1.2 Mi N of JCT RI 146A (Lat: 41.974711,  Lng: -71.529100),  Route carried "on" structure: State highway 146,  Year Built: 2021,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 22,771 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,823 (year 2037),  Design Load: HL 93,  Features Intersected: RI 104 FARNUM PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.714,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 2 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-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.5 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: 38.9 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.35m (7.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,277,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $1,711,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Galvanized Reinforcing

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Structure Number: 4425,  Location: 2.5 Mi N of JCT RI 146A (Lat: 41.980783,  Lng: -71.541544),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 6.35m (20.83ft),  Average Daily Traffic: 672 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 739 (year 2041),  Design Load: HL 93,  Features Intersected: RI 146 N SMITHFIELD EXP,  Facility Carried by Structure: WOONSOCKET HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.082,  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: 31.3m (102.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 31.1 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: 24.0 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: Somewhat better than minimum adequacy,  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: 5.67m (18.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,640,000,  Roadway Improvement Cost: $164,000,  Total Project Cost: $2,460,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 443,  Location: 2.0 Mi N of JCT RI 104 (Lat: 41.988994,  Lng: -71.552131),  Route carried "on" structure: State highway 146,  Year Built: 1958,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 5,348 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,883 (year 2041),  Features Intersected: POUND HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.757,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 85.2 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: 65.8 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 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: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $251,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $377,000

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Structure Number: 445,  Location: 3.2 Mi N of JCT RI 104 (Lat: 41.996681,  Lng: -71.556931),  Route carried "on" structure: State highway 146,  Year Built: 1959,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 26,951 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,342 (year 2036),  Design Load: HS 20,  Features Intersected: BRANCH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.705,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.0m (75.5ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 31.9m (104.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 57.0 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: 44.1 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.23m (7.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,480,000,  Roadway Improvement Cost: $148,000,  Total Project Cost: $2,219,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 446,  Location: 3.7 Mi N of JCT RI 104 (Lat: 42.000125,  Lng: -71.558867),  Route carried "on" structure: City street ,  Year Built: 1959,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 6.03m (19.78ft),  Average Daily Traffic: 2,920 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,212 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: RI 146 N SMITHFIELD EXP,  Facility Carried by Structure: SCHOOL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.905,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  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: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 70.0 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: 50.2 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 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: 6.04m (19.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $3,723,000,  Roadway Improvement Cost: $372,000,  Total Project Cost: $5,585,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 447,  Location: 3.7 Mi N of JCT RI 104 (Lat: 42.002156,  Lng: -71.560661),  Route carried "on" structure: Alternate State highway 146A,  Year Built: 1959,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 4.58m (15.03ft),  Average Daily Traffic: 15,600 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,160 (year 2041),  Design Load: HL 93,  Features Intersected: RI 146 N SMITHFIELD EXP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.479,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  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: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 30.8 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: 23.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.99m (9.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,363,000,  Roadway Improvement Cost: $236,000,  Total Project Cost: $3,544,000,  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: 448,  Location: 1.0 Mi S of Mass Line (Lat: 42.009161,  Lng: -71.574597),  Route carried "on" structure: State highway 146,  Year Built: 1959,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 34,375 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 37,813 (year 2041),  Design Load: HS 20,  Features Intersected: Old Great Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.806,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.1m (36.4ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.7 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: 44.4 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $909,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $1,364,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 4495,  Location: 0.1 Mi S of JCT MASS LINE (Lat: 42.012569,  Lng: -71.583831),  Route carried "on" structure: City street 5,  Year Built: 2017,  Status: Open,  Structure Length: 5.68m (18.64ft),  Average Daily Traffic: 2,285 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,514 (year 2041),  Design Load: HL 93,  Features Intersected: RI 146 N SMITHFIELD EXP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.212,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  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: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.3 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: 64.2 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: 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: 5.64m (18.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,996,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $2,994,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Galvanized Reinforcing

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Structure Number: 44,  Location: 1.2 Mi S of JCT RI 104 (Lat: 41.970314,  Lng: -71.508717),  Route carried "under" structure: Ramp State highway 146,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 42,500 (year 2021),  Truck Traffic: 10%,  Features Intersected: RI 146A N SMITHFIELD EXP
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 4415,  Location: 1.2 Mi N of JCT RI 146A (Lat: 41.974853,  Lng: -71.528919),  Route carried "under" structure: Alternate State highway 104,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 2,905 (year 2017),  Truck Traffic: 3%,  Features Intersected: RI 104 FARNUM PIKE,  Facility Carried by Structure: RI 146 NB
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 4417,  Location: 1.2 Mi N of JCT RI 146A (Lat: 41.974711,  Lng: -71.529100),  Route carried "under" structure: State highway 104,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 3,551 (year 2017),  Truck Traffic: 3%,  Features Intersected: RI 104 FARNUM PIKE,  Facility Carried by Structure: RI 146 SB
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 6.714,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 4425,  Location: 2.5 Mi N of JCT RI 146A (Lat: 41.980783,  Lng: -71.541544),  Route carried "under" structure: State highway 146,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 672 (year 2021),  Truck Traffic: 12%,  Features Intersected: RI 146 N SMITHFIELD EXP,  Facility Carried by Structure: WOONSOCKET HILL RD
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 446,  Location: 3.7 Mi N of JCT RI 104 (Lat: 42.000125,  Lng: -71.558867),  Route carried "under" structure: State highway 146,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 2,920 (year 2021),  Truck Traffic: 2%,  Features Intersected: RI 146 N SMITHFIELD EXP,  Facility Carried by Structure: SCHOOL ST
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 447,  Location: 3.7 Mi N of JCT RI 104 (Lat: 42.002156,  Lng: -71.560661),  Route carried "under" structure: Alternate State highway 146,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 15,600 (year 2021),  Truck Traffic: 5%,  Features Intersected: RI 146 N SMITHFIELD EXP
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 4495,  Location: 0.1 Mi S of JCT MASS LINE (Lat: 42.012569,  Lng: -71.583831),  Route carried "under" structure: State highway 146,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 2,285 (year 2021),  Truck Traffic: 5%,  Features Intersected: RI 146 N SMITHFIELD EXP,  Facility Carried by Structure: RI 5 (CENTRAL ST)
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)