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

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Structure Number: 57,  Location: 0.1 Mi S of JCT RI 91 (Lat: 41.450772,  Lng: -71.656986),  Route carried "on" structure: Alternate State highway 112,  Year Built: 1999,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 4,843 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,327 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.826,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.7 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: 58.3 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $406,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $609,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 61,  Location: 1.7 Mi E of JCT RI 91 (Lat: 41.447625,  Lng: -71.636664),  Route carried "on" structure: Other road ,  Year Built: 1974,  Status: Posted for load,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 1,314 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,445 (year 2041),  Design Load: HS 20,  Features Intersected: PAWCATUCK RIVER,  Facility Carried by Structure: SHANNOCK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.100,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 53.1 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: 33.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $541,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $812,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 149,  Location: 0.3 Mi N of JCT RI 2 (Lat: 41.445994,  Lng: -71.634156),  Route carried "on" structure: City street ,  Year Built: 1931,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 1,314 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,445 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: AMTRAK,  Facility Carried by Structure: SHANNOCK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.427,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.5m (41.0ft)

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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $385,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $577,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 206,  Location: 1.2 Mi W of JCT RI 112 (Lat: 41.445550,  Lng: -71.681186),  Route carried "on" structure: State highway 91,  Year Built: 1926,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 3,102 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,412 (year 2041),  Design Load: HS 20,  Features Intersected: PAWCATUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.878,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 64.8 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: 49.9 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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020,  Bridge Improvement Cost: $439,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $659,000

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Structure Number: 271,  Location: 2.0 Mi N of JCT RI 112 (Lat: 41.446011,  Lng: -71.621239),  Route carried "on" structure: State highway 2,  Year Built: 1931,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 3,297 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,957 (year 2036),  Features Intersected: PAWCATUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.019,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.9m (45.6ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 46.3 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: 34.3 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 minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $871,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $1,306,000

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Structure Number: 375,  Location: 0.5 Mi S of JCT RI 91 (Lat: 41.416219,  Lng: -71.728917),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 513 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 564 (year 2041),  Design Load: HS 20,  Features Intersected: PAWCATUCK RIVER,  Facility Carried by Structure: BURDICKVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.887,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 38.9 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: 27.9 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $662,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $993,000

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Structure Number: 376,  Location: 1.0 Mi S of JCT RI 112 (Lat: 41.364181,  Lng: -71.625933),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 1,541 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,695 (year 2041),  Design Load: HS 20,  Features Intersected: PERRY CREEK,  Facility Carried by Structure: CHARLESTOWN BCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.382,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.4m (27.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.7 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $412,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $618,000

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Structure Number: 914,  Location: 0.5 Mi S of JCT RI 91 (Lat: 41.420972,  Lng: -71.716283),  Route carried "on" structure: City street ,  Year Built: 1931,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 329 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 362 (year 2041),  Design Load: HS 20,  Features Intersected: AMTRAK,  Facility Carried by Structure: BURDICKVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.128,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.6 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: 62.9 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $229,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $343,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1247,  Location: .15Mi N of JCT RI 2 (Lat: 41.385142,  Lng: -71.639392),  Route carried "on" structure: US 1,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Features Intersected: Cross Mills Stream
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.046,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 97.2 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: 97.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $558,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $564,000

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Structure Number: 1248,  Location: .01 Mi E of Moonstone Bh (Lat: 41.384436,  Lng: -71.640475),  Route carried "on" structure: US 1,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 18,505 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,206 (year 2036),  Features Intersected: Cross Mills Stream
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.402,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 97.2 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: 97.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $558,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $564,000