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

Find on map >>

Structure Number: 335,  Location: 0.5 Mi E of JCT RI 4 (Lat: 41.629500,  Lng: -71.479833),  Route carried "on" structure: State highway 402,  Year Built: 1928,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 18,800 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,550 (year 2028),  Design Load: HS 20,  Features Intersected: HUNT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  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: Meets minimum limits,  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: Febuary 2008,  Bridge Improvement Cost: $485,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $727,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>

Structure Number: 435,  Location: 0.1 Mi E of JCT RI 4 (Lat: 41.627167,  Lng: -71.483833),  Route carried "on" structure: Alternate State highway 403,  Year Built: 1955,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 14,500 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,989 (year 2028),  Design Load: HS 20,  Features Intersected: FRENCHTOWN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: Febuary 2008,  Bridge Improvement Cost: $193,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $290,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 516,  Location: 1.0 Mi S of JCT RI 2 (Lat: 41.674500,  Lng: -71.547333),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 1,600 (year 2006),  Truck Traffic: 10%,  Design Load: HS 20,  Features Intersected: I-95,  Facility Carried by Structure: SHIPPEETOWN 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: 12.5m (41.0ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Bridge Improvement Cost: $1,038,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $1,558,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>

Structure Number: 76,  Location: 0.5 Mi E of JCT RI 2 (Lat: 41.663333,  Lng: -71.491000),  Route carried "on" structure: State highway 401,  Year Built: 1967,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 25,500 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 32,286 (year 2028),  Design Load: HS 20,  Features Intersected: RI 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.19m (20.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $5,972,000,  Roadway Improvement Cost: $597,000,  Total Project Cost: $8,958,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>

Structure Number: 761,  Location: 0.3 Mi E of JCT RI 2 (Lat: 41.649500,  Lng: -71.486333),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 5,154 (year 1999),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,364 (year 2028),  Design Load: HS 20,  Features Intersected: RI 4,  Facility Carried by Structure: MIDDLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $991,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $1,487,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>

Structure Number: 763,  Location: 0.5 Mi E of JCT RI 2 (Lat: 41.628833,  Lng: -71.486833),  Route carried "on" structure: State highway 402,  Year Built: 1973,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 16,200 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,550 (year 2028),  Design Load: HS 20,  Features Intersected: RI 4 N&S BOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $5,654,000,  Roadway Improvement Cost: $565,000,  Total Project Cost: $8,481,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>

Structure Number: 764,  Location: 0.5 Mi S of JCT RI 2 (Lat: 41.625500,  Lng: -71.487333),  Route carried "on" structure: State highway 4,  Year Built: 1970,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 63,800 (year 1992),  Truck Traffic: 10%,  Design Load: HS 20,  Features Intersected: FRENCHTOWN BROOK
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: 23.2m (76.1ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $514,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $770,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 765,  Location: 0.5 N of JCT RI 2 (Lat: 41.626667,  Lng: -71.486333),  Route carried "on" structure: Ramp State highway 403,  Year Built: 1973,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 16,400 (year 1992),  Truck Traffic: 10%,  Design Load: HS 20,  Features Intersected: RI 4
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: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.88m (19.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $1,469,000,  Roadway Improvement Cost: $147,000,  Total Project Cost: $2,204,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>

Structure Number: 766,  Location: 1.5 Mi N of JCT RI 102 (Lat: 41.614167,  Lng: -71.492833),  Route carried "on" structure: State highway 2,  Year Built: 1973,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 12,850 (year 1999),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,248 (year 2028),  Design Load: HS 20,  Features Intersected: RI 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: Equal to present desirable criteria,  Length Of Structure Improvement: 8.29m (27.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $5,365,000,  Roadway Improvement Cost: $536,000,  Total Project Cost: $8,047,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>

Structure Number: 767,  Location: 0.5 Mi S of JCT RI 2 (Lat: 41.609667,  Lng: -71.495833),  Route carried "on" structure: City street ,  Year Built: 1983,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 700 (year 1992),  Truck Traffic: 10%,  Design Load: HS 20,  Features Intersected: RI 4,  Facility Carried by Structure: SOUTH 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),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  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: Good,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: Febuary 2008,  Bridge Improvement Cost: $1,282,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $1,923,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>

Structure Number: 827,  Location: 0.3 Mi E of JCT US 1 (Lat: 41.656833,  Lng: -71.450667),  Route carried "on" structure: City street ,  Year Built: 1988,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 100 (year 1992),  Truck Traffic: 10%,  Design Load: HS 20,  Features Intersected: AMTRAK,  Facility Carried by Structure: ROCKY HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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,  Inspection Date: November 2007,  Total Project Cost: $862,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 516,  Location: 1.0 Mi S of JCT RI 2 (Lat: 41.674500,  Lng: -71.547333),  Route carried "under" structure: Interstate 95,  Year Built: 1957,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 25,900 (year 2006),  Truck Traffic: 10%,  Features Intersected: I-95,  Facility Carried by Structure: SHIPPEETOWN RD
Minimum Vertical Clearance: 4.42m (14.50ft),  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)

Find on map >>

Structure Number: 76,  Location: 0.5 Mi E of JCT RI 2 (Lat: 41.663333,  Lng: -71.491000),  Route carried "under" structure: State highway 4,  Year Built: 1967,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 28,500 (year 2006),  Truck Traffic: 10%,  Features Intersected: RI 4
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

Find on map >>

Structure Number: 761,  Location: 0.3 Mi E of JCT RI 2 (Lat: 41.649500,  Lng: -71.486333),  Route carried "under" structure: State highway 4,  Year Built: 1969,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 28,500 (year 2006),  Truck Traffic: 10%,  Features Intersected: RI 4,  Facility Carried by Structure: MIDDLE RD
Minimum Vertical Clearance: 5.39m (17.68ft),  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)

Find on map >>

Structure Number: 763,  Location: 0.5 Mi E of JCT RI 2 (Lat: 41.628833,  Lng: -71.486833),  Route carried "under" structure: State highway 4,  Year Built: 1973,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 35,500 (year 2006),  Truck Traffic: 10%,  Features Intersected: RI 4 N&S BOUND
Minimum Vertical Clearance: 0.50m (1.64ft),  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)

Find on map >>

Structure Number: 765,  Location: 0.5 N of JCT RI 2 (Lat: 41.626667,  Lng: -71.486333),  Route carried "under" structure: Ramp State highway 4,  Year Built: 1973,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 28,600 (year 2006),  Truck Traffic: 10%,  Features Intersected: RI 4
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

Find on map >>

Structure Number: 766,  Location: 1.5 Mi N of JCT RI 102 (Lat: 41.614167,  Lng: -71.492833),  Route carried "under" structure: State highway 4,  Year Built: 1973,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 35,500 (year 2006),  Truck Traffic: 10%,  Features Intersected: RI 4,  Facility Carried by Structure: RI 2 SO COUNTY TRL
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.0m (141.1ft)

Find on map >>

Structure Number: 767,  Location: 0.5 Mi S of JCT RI 2 (Lat: 41.609667,  Lng: -71.495833),  Route carried "under" structure: State highway 4,  Year Built: 1983,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 35,500 (year 2006),  Truck Traffic: 10%,  Features Intersected: RI 4,  Facility Carried by Structure: SOUTH RD
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)