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

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Structure Number: 126,  Location: 0.05 Mi W of JCT RI 77 (Lat: 41.617647,  Lng: -71.207033),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Posted for load,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 1,115 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,227 (year 2041),  Design Load: HS 20,  Features Intersected: NANAQUAKET RIVER,  Facility Carried by Structure: NANAQUAKET RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.589,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 22.0 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: 16.8 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  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: 30.0 - 39.9% below),  Length Of Structure Improvement: 5.49m (18.01ft),  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: $1,680,000,  Roadway Improvement Cost: $168,000,  Total Project Cost: $2,520,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 284,  Location: 0.4 Mi N of JCT RI 177 (Lat: 41.617875,  Lng: -71.204414),  Route carried "on" structure: State highway 77,  Year Built: 1933,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 6,868 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,242 (year 2036),  Design Load: H 20,  Features Intersected: NANAQUAKET POND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.613,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 37.6 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: 29.2 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Bridge Improvement Cost: $254,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $381,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 291,  Location: 1.4 Mi W of JCT RI 77 (Lat: 41.581922,  Lng: -71.208936),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 685 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 754 (year 2041),  Design Load: HS 20,  Features Intersected: TIDAL INLET,  Facility Carried by Structure: SEAPOWET AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.276,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 35.3 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: 27.2 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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Bridge Improvement Cost: $843,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $1,264,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 3,  Location: 0.8 Mi S of JCT RI 138 (Lat: 41.639794,  Lng: -71.257881),  Route carried "on" structure: State highway 114,  Year Built: 1929,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 148.07m (485.79ft),  Average Daily Traffic: 18,924 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,816 (year 2041),  Design Load: HS 20,  Features Intersected: MT HP BY,N SEC RR,114 LP
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 16.110,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 30.2m (99.1ft), Horizontal Clearance: 30.2m (99.1ft)),  Material/Design: Steel,  Design/Construction: Suspension,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 28,  Length of Maximum Span: 365.8m (1,200.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 26.2 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: 20.1 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 148.07m (485.79ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Underwater Inspection Date: September 2021,  Bridge Improvement Cost: $9,000,000,  Roadway Improvement Cost: $900,000,  Total Project Cost: $13,500,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other

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Structure Number: 648,  Location: 4.0 Mi N of JCT RI 114 (Lat: 41.641033,  Lng: -71.204264),  Route carried "on" structure: State highway 138,  Year Built: 2007,  Status: Open,  Structure Length: 4.55m (14.93ft),  Average Daily Traffic: 12,522 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,774 (year 2041),  Design Load: HL 93,  Features Intersected: RI 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.099,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 73.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $956,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $1,434,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 649,  Location: 0.8 Mi N of JCT RI 138 (Lat: 41.641303,  Lng: -71.187361),  Route carried "on" structure: State highway 24,  Year Built: 1968,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 16,298 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 19,558 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: EIGHT ROD WAY-FISH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.279,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 32.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.9 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: 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: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $897,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $1,345,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 6492,  Location: 0.8 Mi N of JCT RI 138 (Lat: 41.641494,  Lng: -71.187356),  Route carried "on" structure: State highway 24,  Year Built: 1968,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 16,928 (year 1992),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,314 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: EIGHT ROD WAY-FISH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.449,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.7m (87.6ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $897,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $1,345,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 65,  Location: 1.0 Mi S of Mass Line (Lat: 41.653428,  Lng: -71.171561),  Route carried "on" structure: State highway 24,  Year Built: 1968,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 2.69m (8.83ft),  Average Daily Traffic: 16,774 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,129 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: EAGLEVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.288,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.1m (85.6ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.7 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: 53.8 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.32m (10.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $913,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $1,369,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1031,  Location: .024mi W of jct Main rd (Lat: 41.638900,  Lng: -71.207800),  Route carried "on" structure: State highway 24,  Year Built: 2012,  Status: Open,  Structure Length: 3.37m (11.06ft),  Average Daily Traffic: 43,260 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 51,912 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: EVANS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.263,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Galvanized Reinforcing

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Structure Number: 1178,  Location: 0.5 Mi W of Jct Main Rd (Lat: 41.646147,  Lng: -71.208219),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 922 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,014 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Newport Secondary RR,  Facility Carried by Structure: Schooner Drive
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.597,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.1 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: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3,  Location: 0.8 Mi S of JCT RI 138 (Lat: 41.639794,  Lng: -71.257881),  Route carried "under" structure: Ramp State highway 114,  Year Built: 1929,  Structure Length: 0. m,  Average Daily Traffic: 18,924 (year 2021),  Truck Traffic: 6%,  Features Intersected: MT HP BY,N SEC RR,114 LP
Minimum Vertical Clearance: 4.56m (14.96ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Suspension,  Length of Maximum Span: 365.8m (1,200.1ft)

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Structure Number: 648,  Location: 4.0 Mi N of JCT RI 114 (Lat: 41.641033,  Lng: -71.204264),  Route carried "under" structure: State highway 24,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 34,500 (year 2021),  Truck Traffic: 17%,  Features Intersected: RI 24,  Facility Carried by Structure: RI 138 MAIN RD
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 649,  Location: 0.8 Mi N of JCT RI 138 (Lat: 41.641303,  Lng: -71.187361),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2008),  Truck Traffic: 3%,  Features Intersected: EIGHT ROD WAY-FISH RD,  Facility Carried by Structure: RI 24 NB
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 6492,  Location: 0.8 Mi N of JCT RI 138 (Lat: 41.641494,  Lng: -71.187356),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2008),  Truck Traffic: 3%,  Features Intersected: EIGHT ROD WAY-FISH RD,  Facility Carried by Structure: RI 24 SB
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.7m (87.6ft)

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Structure Number: 65,  Location: 1.0 Mi S of Mass Line (Lat: 41.653428,  Lng: -71.171561),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2008),  Truck Traffic: 3%,  Features Intersected: EAGLEVILLE RD,  Facility Carried by Structure: RI 24 NB
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.1m (85.6ft)

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Structure Number: 6502,  Location: 1.0 Mi S of Mass Line (Lat: 41.653456,  Lng: -71.171964),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2008),  Truck Traffic: 3%,  Features Intersected: EAGLEVILLE RD,  Facility Carried by Structure: RI 24 SB
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.1m (85.6ft)

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Structure Number: 1031,  Location: .024mi W of jct Main rd (Lat: 41.638900,  Lng: -71.207800),  Route carried "under" structure: Bypass City street ,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 1,300 (year 2018),  Truck Traffic: 2%,  Features Intersected: EVANS AVENUE,  Facility Carried by Structure: RI 24
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 32.0m (105.0ft)