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

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Structure Number: 107,  Location: 1.0 Mi S of JCT RI 104 (Lat: 41.993500,  Lng: -71.538333),  Route carried "on" structure: State highway 146,  Year Built: 1931,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 12,200 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,977 (year 2028),  Design Load: H 20,  Features Intersected: Slatersville Sec RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $153,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 108,  Location: 2.0 Mi N of JCT RI 126 (Lat: 42.000167,  Lng: -71.550833),  Route carried "on" structure: State highway 146,  Year Built: 1919,  Year Reconstructed: 1930,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 16,200 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,608 (year 2028),  Design Load: H 15,  Features Intersected: BRANCH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 49.5 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $1,139,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,708,000 ( Estimate for 2007)

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Structure Number: 273,  Location: 0.7 Mi E of JCT RI 102 (Lat: 41.998333,  Lng: -71.580500),  Route carried "on" structure: State highway 5,  Year Built: 1855,  Status: Posted for load,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 6,600 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,737 (year 2028),  Features Intersected: BRANCH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 19.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 14.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $1,123,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $1,684,000 ( Estimate for 2007)

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Structure Number: 44,  Location: 1.2 Mi S of JCT RI 104 (Lat: 41.970500,  Lng: -71.510833),  Route carried "on" structure: State highway 146,  Year Built: 1958,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 45,991 (year 1993),  Truck Traffic: 10%,  Average Future Daily Traffic: 56,229 (year 2028),  Design Load: HS 20,  Features Intersected: RI 146A N SMITHFIELD EXP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  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 or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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: September 2007,  Bridge Improvement Cost: $2,944,000,  Roadway Improvement Cost: $294,000,  Total Project Cost: $4,416,000 ( Estimate for 2007)

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Structure Number: 441,  Location: 1.2 Mi N of JCT RI 146A (Lat: 41.975500,  Lng: -71.531667),  Route carried "on" structure: State highway 146,  Year Built: 1958,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 13,000 (year 2006),  Truck Traffic: 10%,  Design Load: HS 20,  Features Intersected: RI 104 FARNUM PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $468,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $627,000 ( Estimate for 2007)

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Structure Number: 4412,  Location: 1.2 Mi N of JCT RI 146A (Lat: 41.972333,  Lng: -71.529333),  Route carried "on" structure: State highway 146,  Year Built: 1958,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 13,000 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,000 (year 2026),  Design Load: HS 20,  Features Intersected: RI 104 FARNUM PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.35m (7.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $1,277,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $1,711,000 ( Estimate for 2007)

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Structure Number: 442,  Location: 2.5 Mi N of JCT RI 146A (Lat: 41.981000,  Lng: -71.542333),  Route carried "on" structure: City street ,  Year Built: 1958,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 800 (year 1995),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,026 (year 2028),  Design Load: HS 20,  Features Intersected: RI 146 N SMITHFIELD EXP,  Facility Carried by Structure: WOONSOCKET HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  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: 9.1m (29.9ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Serious,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.67m (18.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,640,000,  Roadway Improvement Cost: $164,000,  Total Project Cost: $2,460,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 443,  Location: 2.0 Mi N of JCT RI 104 (Lat: 41.989167,  Lng: -71.553500),  Route carried "on" structure: State highway 146,  Year Built: 1958,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 28,889 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 35,320 (year 2026),  Design Load: HS 20,  Features Intersected: POUND HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  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 or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: August 2007,  Bridge Improvement Cost: $251,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $377,000 ( Estimate for 2007)

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Structure Number: 445,  Location: 3.2 Mi N of JCT RI 104 (Lat: 41.996333,  Lng: -71.558333),  Route carried "on" structure: State highway 146,  Year Built: 1959,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 27,000 (year 1992),  Truck Traffic: 10%,  Design Load: HS 20,  Features Intersected: BRANCH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  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: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior 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: August 2007,  Bridge Improvement Cost: $1,480,000,  Roadway Improvement Cost: $148,000,  Total Project Cost: $2,219,000 ( Estimate for 2007)

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Structure Number: 446,  Location: 3.7 Mi N of JCT RI 104 (Lat: 41.999667,  Lng: -71.560667),  Route carried "on" structure: City street ,  Year Built: 1959,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 3,800 (year 1992),  Truck Traffic: 10%,  Design Load: HS 20,  Features Intersected: RI 146 N SMITHFIELD EXP,  Facility Carried by Structure: MAIN 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: 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: 17.0m (55.8ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 6.04m (19.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $3,723,000,  Roadway Improvement Cost: $372,000,  Total Project Cost: $5,585,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 447,  Location: 3.7 Mi N of JCT RI 104 (Lat: 42.002000,  Lng: -71.562500),  Route carried "on" structure: Alternate State highway 146A,  Year Built: 1959,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 16,400 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,365 (year 2026),  Design Load: HS 20,  Features Intersected: RI 146 N SMITHFIELD EXP
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: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  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: 17.0m (55.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.99m (9.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $2,363,000,  Roadway Improvement Cost: $236,000,  Total Project Cost: $3,544,000 ( Estimate for 2007),  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: 42.009000,  Lng: -71.576500),  Route carried "on" structure: State highway 146,  Year Built: 1959,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 19,596 (year 1999),  Truck Traffic: 13%,  Average Future Daily Traffic: 23,958 (year 2028),  Design Load: HS 20,  Features Intersected: Connector road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 31.9m (104.7ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $909,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $1,364,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 449,  Location: 0.1 Mi S of JCT MASS LINE (Lat: 42.012333,  Lng: -71.585333),  Route carried "on" structure: City street ,  Year Built: 1959,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 2,500 (year 1995),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,205 (year 2028),  Design Load: HS 20,  Features Intersected: RI 146 N SMITHFIELD EXP,  Facility Carried by Structure: CENTRAL 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: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee 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: 17.0m (55.8ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Poor,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  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: 5.64m (18.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $1,996,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $2,994,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 44,  Location: 1.2 Mi S of JCT RI 104 (Lat: 41.970500,  Lng: -71.510833),  Route carried "under" structure: Ramp State highway 146A,  Year Built: 1958,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 10,000 (year 2006),  Truck Traffic: 10%,  Features Intersected: RI 146A N SMITHFIELD EXP,  Facility Carried by Structure: RI 146 NORTHBOUND
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 441,  Location: 1.2 Mi N of JCT RI 146A (Lat: 41.975500,  Lng: -71.531667),  Route carried "under" structure: Alternate State highway 104,  Year Built: 1958,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 5,000 (year 2006),  Truck Traffic: 10%,  Features Intersected: RI 104 FARNUM PIKE,  Facility Carried by Structure: RI 146 NORTHBOUND
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 4412,  Location: 1.2 Mi N of JCT RI 146A (Lat: 41.972333,  Lng: -71.529333),  Route carried "under" structure: Alternate State highway 104,  Year Built: 1958,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 1,850 (year 2006),  Truck Traffic: 10%,  Features Intersected: RI 104 FARNUM PIKE,  Facility Carried by Structure: RI 146 SOUTHBOUND
Minimum Vertical Clearance: 4.84m (15.88ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 442,  Location: 2.5 Mi N of JCT RI 146A (Lat: 41.981000,  Lng: -71.542333),  Route carried "under" structure: State highway 146,  Year Built: 1958,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 500 (year 2006),  Truck Traffic: 10%,  Features Intersected: RI 146 N SMITHFIELD EXP,  Facility Carried by Structure: WOONSOCKET HILL RD
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 443,  Location: 2.0 Mi N of JCT RI 104 (Lat: 41.989167,  Lng: -71.553500),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 1,000 (year 2006),  Truck Traffic: 10%,  Features Intersected: POUND HILL RD,  Facility Carried by Structure: RI 146 N SMFLD EXP
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 444,  Location: 0.5 Mi N of Jct RI 146A (Lat: 41.970500,  Lng: -71.510833),  Route carried "under" structure: Alternate State highway 146,  Year Built: 1930,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 14,500 (year 1992),  Truck Traffic: 10%,  Features Intersected: RI 146 N SMITHFIELD EXP,  Facility Carried by Structure: P&W RR
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 446,  Location: 3.7 Mi N of JCT RI 104 (Lat: 41.999667,  Lng: -71.560667),  Route carried "under" structure: State highway 146,  Year Built: 1959,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 3,800 (year 2006),  Truck Traffic: 10%,  Features Intersected: RI 146 N SMITHFIELD EXP,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 4.42m (14.50ft),  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: 42.002000,  Lng: -71.562500),  Route carried "under" structure: Alternate State highway 146,  Year Built: 1959,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 6,000 (year 2006),  Truck Traffic: 10%,  Features Intersected: RI 146 N SMITHFIELD EXP
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 449,  Location: 0.1 Mi S of JCT MASS LINE (Lat: 42.012333,  Lng: -71.585333),  Route carried "under" structure: Alternate State highway 146,  Year Built: 1959,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 1,500 (year 2006),  Truck Traffic: 10%,  Features Intersected: RI 146 N SMITHFIELD EXP,  Facility Carried by Structure: CENTRAL ST
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.8m (51.8ft)