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

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Structure Number: 101,  Location: 0.2 Mi NW of JCT RI 3 (Lat: 41.424881,  Lng: -71.789625),  Route carried "on" structure: State highway 216,  Year Built: 1950,  Status: Posted for load,  Structure Length: 3.22m (10.56ft),  Average Daily Traffic: 3,184 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,502 (year 2041),  Design Load: H 20,  Features Intersected: ASHAWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.681,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 25.6 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: 19.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $810,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $1,214,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 335,  Location: 0.4 Mi E of JCT RI 4 (Lat: 41.628672,  Lng: -71.479906),  Route carried "on" structure: State highway 402,  Year Built: 1928,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 17,000 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,700 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: HUNT RIVER
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 1.081,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.0m (52.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 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: 31.4 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: 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,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $485,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $727,000,  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: 435,  Location: 0.1 Mi S of JCT RI 402 (Lat: 41.625711,  Lng: -71.483936),  Route carried "on" structure: Alternate State highway ,  Year Built: 2012,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 3,341 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,675 (year 2041),  Design Load: HL 93,  Features Intersected: FRENCHTOWN BROOK,  Facility Carried by Structure: DAVISVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.533,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.8m (48.6ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 46.0 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: 35.3 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $193,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $290,000

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Structure Number: 516,  Location: 1.0 Mi S of JCT RI 2 (Lat: 41.660919,  Lng: -71.527594),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 3,890 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,279 (year 2041),  Design Load: HS 20,  Features Intersected: I-95 NB & SB,  Facility Carried by Structure: SHIPPEETOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.117,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.5 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: 42.1 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,038,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $1,558,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 760N,  Location: 0.4 Mi E of JCT RI 2 (Lat: 41.663167,  Lng: -71.490175),  Route carried "on" structure: State highway 401,  Year Built: 2020,  Status: Temporarily open,  Structure Length: 1.94m (6.36ft),  Average Daily Traffic: 13,940 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,728 (year 2036),  Design Load: Greater than HL93,  Features Intersected: RI 4 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.597,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.1 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: 41.8 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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.19m (20.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $5,972,000,  Roadway Improvement Cost: $597,000,  Total Project Cost: $8,958,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 760S,  Location: 0.4 Mi E of JCT RI 2 (Lat: 41.663133,  Lng: -71.490592),  Route carried "on" structure: State highway 401,  Year Built: 2021,  Status: Temporarily open,  Structure Length: 1.99m (6.53ft),  Average Daily Traffic: 13,940 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,728 (year 2036),  Design Load: Greater than HL93,  Features Intersected: RI 4 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.597,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.9m (65.3ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.19m (20.31ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $5,972,000,  Roadway Improvement Cost: $597,000,  Total Project Cost: $8,958,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 761,  Location: 0.3 Mi E of JCT RI 2 (Lat: 41.646044,  Lng: -71.487833),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 7,300 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,760 (year 2036),  Design Load: HS 20,  Features Intersected: RI 4,  Facility Carried by Structure: MIDDLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.813,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 33.0 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: 25.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $991,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $1,487,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 763,  Location: 0.5 Mi E of JCT RI 2 (Lat: 41.627972,  Lng: -71.487167),  Route carried "on" structure: State highway 402,  Year Built: 1973,  Status: Open,  Structure Length: 11.06m (36.29ft),  Average Daily Traffic: 13,423 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,108 (year 2036),  Design Load: HS 20,  Features Intersected: Ramp 4E to RI 402,RI 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.472,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 18.1 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: 11.3 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: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.09m (36.38ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $5,654,000,  Roadway Improvement Cost: $565,000,  Total Project Cost: $8,481,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other

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Structure Number: 764,  Location: 0.9 Mi n of JCT RI 2 (Lat: 41.625336,  Lng: -71.486833),  Route carried "on" structure: State highway 4,  Year Built: 1970,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 64,000 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 76,800 (year 2036),  Design Load: HS 20,  Features Intersected: FRENCHTOWN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.030,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.7m (15.4ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 58.6 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: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present 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: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $514,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $770,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 766,  Location: 1.5 Mi N of JCT RI 102 (Lat: 41.613967,  Lng: -71.491936),  Route carried "on" structure: State highway 2,  Year Built: 1973,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 8.46m (27.76ft),  Average Daily Traffic: 13,423 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,108 (year 2036),  Design Load: HS 20,  Features Intersected: RI 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.654,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 20.7 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: 15.9 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: High priority of corrective action,  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: 8.29m (27.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $5,365,000,  Roadway Improvement Cost: $536,000,  Total Project Cost: $8,047,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 767,  Location: 0.5 Mi S of JCT RI 2 (Lat: 41.607994,  Lng: -71.496339),  Route carried "on" structure: City street ,  Year Built: 1983,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.50m (18.04ft),  Average Daily Traffic: 561 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 674 (year 2036),  Design Load: HS 20,  Features Intersected: RI 4,  Facility Carried by Structure: SOUTH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.252,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.7m (87.6ft),  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: Good,  Substructure: Satisfactory,  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: 30.1 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.36m (17.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,282,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $1,923,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 827,  Location: 0.3 Mi E of JCT US 1 (Lat: 41.655094,  Lng: -71.451172),  Route carried "on" structure: City street ,  Year Built: 1988,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 1,534 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,687 (year 2041),  Design Load: HS 20,  Features Intersected: AMTRAK,  Facility Carried by Structure: ROCKY HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.235,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 43.4 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: 33.7 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Total Project Cost: $862,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101,  Location: Jct 402 (Lat: 41.628589,  Lng: -71.479928),  Route carried "on" structure: State highway 403,  Year Built: 2008,  Status: Open,  Structure Length: 6.08m (19.95ft),  Average Daily Traffic: 22,302 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,763 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: FRENCHTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.762,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 58.0m (190.3ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 47.3 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: 36.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  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: 1012,  Location: JCT RI 4 (Lat: 41.629306,  Lng: -71.487000),  Route carried "on" structure: State highway 403,  Year Built: 2006,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 29,700 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 35,640 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: RI 4 RAMPS 4I & 4G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.181,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.7 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: 34.7 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  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: 1013,  Location: .02 Mi N of RI 402 (Lat: 41.628408,  Lng: -71.485906),  Route carried "on" structure: Ramp State highway 402,  Year Built: 2008,  Status: Open,  Structure Length: 2.55m (8.37ft),  Average Daily Traffic: 5,281 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,809 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: RAMP 4D from RI 4 to 403
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.035,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.9m (78.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.9 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: 55.1 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  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: 1014,  Location: 0.04 Mi E of JCT RI 4 (Lat: 41.628028,  Lng: -71.486194),  Route carried "on" structure: State highway 402,  Year Built: 2008,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 13,423 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,108 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: Ramp D From RI 4 TO 403
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.555,  Lanes on structure: 6,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: 39.2 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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  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: 1198,  Location: 1 mi south of Middle Rd (Lat: 41.629683,  Lng: -71.513475),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,105 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,316 (year 2041),  Design Load: H 20,  Features Intersected: Frenchtown Brook,  Facility Carried by Structure: Tillinghast Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.505,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 8.1 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: 3.9 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: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.74m (2.43ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $161,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $242,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1199,  Location: 0.2 MI North of RI 402 (Lat: 41.629244,  Lng: -71.501081),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 620 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 682 (year 2041),  Features Intersected: Frenchtown Brook,  Facility Carried by Structure: Adirondack Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.075,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 516,  Location: 1.0 Mi S of JCT RI 2 (Lat: 41.660919,  Lng: -71.527594),  Route carried "under" structure: Interstate 95,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 3,890 (year 2021),  Truck Traffic: 7%,  Features Intersected: I-95 NB & SB,  Facility Carried by Structure: SHIPPEETOWN RD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 760N,  Location: 0.4 Mi E of JCT RI 2 (Lat: 41.663167,  Lng: -71.490175),  Route carried "under" structure: State highway 4,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 28,500 (year 2008),  Truck Traffic: 10%,  Features Intersected: RI 4 NB
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Length of Maximum Span: 19.4m (63.6ft)

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Structure Number: 760S,  Location: 0.4 Mi E of JCT RI 2 (Lat: 41.663133,  Lng: -71.490592),  Route carried "under" structure: State highway 4,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 28,500 (year 2008),  Truck Traffic: 10%,  Features Intersected: RI 4 SB
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Length of Maximum Span: 19.9m (65.3ft)

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Structure Number: 761,  Location: 0.3 Mi E of JCT RI 2 (Lat: 41.646044,  Lng: -71.487833),  Route carried "under" structure: State highway 4,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 28,500 (year 2008),  Truck Traffic: 10%,  Features Intersected: RI 4,  Facility Carried by Structure: MIDDLE RD
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 763,  Location: 0.5 Mi E of JCT RI 2 (Lat: 41.627972,  Lng: -71.487167),  Route carried "under" structure: State highway 4,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 35,500 (year 2008),  Truck Traffic: 10%,  Features Intersected: Ramp 4E to RI 402,RI 4
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 766,  Location: 1.5 Mi N of JCT RI 102 (Lat: 41.613967,  Lng: -71.491936),  Route carried "under" structure: State highway 4,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 35,500 (year 2008),  Truck Traffic: 10%,  Features Intersected: RI 4,  Facility Carried by Structure: RI 2 SO COUNTY TR
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 767,  Location: 0.5 Mi S of JCT RI 2 (Lat: 41.607994,  Lng: -71.496339),  Route carried "under" structure: State highway 4,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 35,500 (year 2008),  Truck Traffic: 10%,  Features Intersected: RI 4,  Facility Carried by Structure: SOUTH RD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.7m (87.6ft)

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Structure Number: 101,  Location: Jct 402 (Lat: 41.628589,  Lng: -71.479928),  Route carried "under" structure: State highway 402,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 16,700 (year 2008),  Truck Traffic: 3%,  Features Intersected: FRENCHTOWN ROAD,  Facility Carried by Structure: RI 403
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.0m (190.3ft)

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Structure Number: 1012,  Location: JCT RI 4 (Lat: 41.629306,  Lng: -71.487000),  Route carried "under" structure: State highway 4,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 28,500 (year 2008),  Truck Traffic: 10%,  Features Intersected: RI 4 RAMPS 4I & 4G
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 1013,  Location: .02 Mi N of RI 402 (Lat: 41.628408,  Lng: -71.485906),  Route carried "under" structure: Ramp State highway 4,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 5,281 (year 2021),  Truck Traffic: 10%,  Features Intersected: RAMP 4D from RI 4 to 403
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.9m (78.4ft)