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


  • National Bridge Inventory (NBI) Statistics
  • 56Number of bridges
  • 571ft / 174mTotal length
  • $122,647,000Total costs
  • 2,097,753Total average daily traffic
  • 239,542Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Pawtucket
  • No street view available for this location

New bridges in Pawtucket, RI - historical statistics
  • New bridges - historical statistics
  • 2Before 1900
  • 31900-1909
  • 21910-1919
  • 21920-1929
  • 21930-1939
  • 11940-1949
  • 71950-1959
  • 231960-1969
  • 82010-2019
  • 62020-2022
Reconstructed bridges in Pawtucket, RI - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11960-1969
  • 21970-1979
  • 91980-1989
  • 21990-1999
  • 92000-2009
Average Bridge Daily Traffic in Pawtucket, RI
Average Bridge Truck Traffic in Pawtucket, RI
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 16.2%Very good
  • 48.6%Good
  • 21.6%Satisfactory
  • 13.5%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 16.7%Very good
  • 19.0%Good
  • 21.4%Satisfactory
  • 31.0%Fair
  • 9.5%Poor
  • 2.4%Serious
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 11.9%Very good
  • 23.8%Good
  • 33.3%Satisfactory
  • 26.2%Fair
  • 4.8%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 23.1%Good
  • 38.5%Satisfactory
  • 38.5%Fair
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Structure Number: 965,  Location: 0.1 Mi N of George St (Lat: 41.872628,  Lng: -71.384517),  Route carried "on" structure: City street ,  Year Built: 1877,  Year Reconstructed: 1985,  Status: Posted for load,  Structure Length: 13.48m (44.23ft),  Average Daily Traffic: 14,948 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,938 (year 2036),  Features Intersected: SEEKONK RVR TAFT S,  Facility Carried by Structure: DIVISION ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.267,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 13.62m (44.69ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2018,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $6,556,000,  Roadway Improvement Cost: $656,000,  Total Project Cost: $9,834,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 966,  Location: 0.2 Mi W of JCT I-95 (Lat: 41.876519,  Lng: -71.383281),  Route carried "on" structure: Business US 1,  Year Built: 1858,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 16,040 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,248 (year 2036),  Features Intersected: BLACKSTONE RIVER,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.838,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.78m (12.40ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $1,874,000,  Roadway Improvement Cost: $187,000,  Total Project Cost: $2,811,000
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Structure Number: 9662,  Location: 0.2 MI. W OF JCT. I-95 (Lat: 41.876422,  Lng: -71.383361),  Route carried "on" structure: US 1,  Year Built: 1968,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 10,100 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,120 (year 2036),  Design Load: HS 20,  Features Intersected: BLACKSTONE RIVER,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.650,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 5.8m (19.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.78m (12.40ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $2,089,000,  Roadway Improvement Cost: $209,000,  Total Project Cost: $3,134,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 968,  Location: 0.4 Mi N of JCT I-95 (Lat: 41.888669,  Lng: -71.381739),  Route carried "on" structure: City street ,  Year Built: 1910,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 9,999 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,999 (year 2036),  Features Intersected: BLACKSTONE RIVER,  Facility Carried by Structure: ROOSEVELT AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.342,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 33.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.76m (18.90ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020,  Bridge Improvement Cost: $1,954,000,  Roadway Improvement Cost: $195,000,  Total Project Cost: $2,931,000
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Structure Number: 969,  Location: 1.0 Mi E of JCT US 1A (Lat: 41.874150,  Lng: -71.340922),  Route carried "on" structure: State highway ,  Year Built: 1926,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 7,250 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,975 (year 2041),  Features Intersected: TEN MILE RIVER,  Facility Carried by Structure: RI 15 ARMSTC BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.325,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Superstructure: Good,  Substructure: Fair,  Channel: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $524,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $787,000
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Structure Number: 97,  Location: 0.5 Mi E of JCT RI 126 (Lat: 41.877228,  Lng: -71.405806),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Posted for load,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 9,765 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,718 (year 2036),  Design Load: HS 20,  Features Intersected: MOSHASSUCK RIVER,  Facility Carried by Structure: WEEDEN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.006,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  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: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  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: Meets minimum limits,  Deck Geometry: High priority of replacement,  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: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $191,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $287,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1551,  Location: 0.1 mi N of George st (Lat: 41.873258,  Lng: -71.385550),  Route carried "on" structure: Interstate 95,  Year Built: 2013,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 116,900 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 140,280 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: PLEASANT STREET
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 66.933,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 43.3m (142.1ft),  Out-to-Out Width: 46.4m (152.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.6 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: 46.0 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: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 544,  Location: 2.5 Mi N of JCT RI 146 (Lat: 41.871614,  Lng: -71.398361),  Route carried "under" structure: Interstate 95,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 19,853 (year 2021),  Truck Traffic: 4%,  Features Intersected: I-95 NB & SB,  Facility Carried by Structure: RI 122 LONSDALE AV
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 545,  Location: 2.0 Mi N of JCT RI 146 (Lat: 41.872167,  Lng: -71.396194),  Route carried "under" structure: Interstate 95,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 78,500 (year 2008),  Truck Traffic: 10%,  Features Intersected: I-95 NB & SB,  Facility Carried by Structure: SLATER ST
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 546,  Location: 1.0 Mi S of MASS LINE (Lat: 41.872428,  Lng: -71.394586),  Route carried "under" structure: Interstate 95,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 71,000 (year 2008),  Truck Traffic: 10%,  Features Intersected: I-95 NB & SB,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 547,  Location: 1.1 Mi S of MASS LINE (Lat: 41.873056,  Lng: -71.390556),  Route carried "under" structure: Interstate 95,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 90,000 (year 2008),  Truck Traffic: 10%,  Features Intersected: I-95 NB & SB,  Facility Carried by Structure: GARDEN ST
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 5485,  Location: 0.2 Mi S of JCT RI 15 (Lat: 41.873086,  Lng: -71.389714),  Route carried "under" structure: Interstate 95,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 90,000 (year 2008),  Truck Traffic: 10%,  Features Intersected: I-95 NB & SB,  Facility Carried by Structure: PINE ST
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 549,  Location: 2.0 Mi N of RI 146 (Lat: 41.873078,  Lng: -71.387564),  Route carried "under" structure: Interstate 95,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 90,000 (year 2008),  Truck Traffic: 10%,  Features Intersected: I-95 NB & SB,  Facility Carried by Structure: GEORGE ST
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.9m (88.3ft)

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Structure Number: 555,  Location: 0.1 Mi E of BROADWAY INT (Lat: 41.876631,  Lng: -71.379436),  Route carried "under" structure: Interstate 95,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 80,000 (year 2008),  Truck Traffic: 10%,  Features Intersected: I-95 NB & SB,  Facility Carried by Structure: WALCOTT ST
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.5m (67.3ft)

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Structure Number: 556,  Location: 0.5 Mi N of SEEKONK RIVER (Lat: 41.878056,  Lng: -71.378900),  Route carried "under" structure: Interstate 95,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 80,000 (year 2008),  Truck Traffic: 10%,  Features Intersected: I-95 NB & SB,  Facility Carried by Structure: UNDERWOOD ST
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 557,  Location: 0.4 Mi S of MASS. LINE (Lat: 41.879494,  Lng: -71.378161),  Route carried "under" structure: Interstate 95,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 63,800 (year 2008),  Truck Traffic: 10%,  Features Intersected: I-95 NB & SB,  Facility Carried by Structure: EXCHANGE ST
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.8m (58.4ft)

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Structure Number: 558,  Location: 1.0 Mi S of MASS LINE (Lat: 41.882350,  Lng: -71.377456),  Route carried "under" structure: Interstate 95,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 9,700 (year 2021),  Truck Traffic: 4%,  Features Intersected: I-95 NB & SB,  Facility Carried by Structure: US 1 BROADWAY
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 559,  Location: 0.1 Mi N of JCT US 1 (Lat: 41.883267,  Lng: -71.378089),  Route carried "under" structure: Interstate 95,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2021),  Truck Traffic: 3%,  Features Intersected: I-95 NB & SB,  Facility Carried by Structure: FOUNTAIN ST
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 56,  Location: 1.0 Mi S of MASS LINE (Lat: 41.885233,  Lng: -71.378622),  Route carried "under" structure: Interstate 95,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 6,100 (year 2021),  Truck Traffic: 2%,  Features Intersected: I-95 NB & SB,  Facility Carried by Structure: CENTRAL AV
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 5625,  Location: 0.3 Mi S of Mass Line (Lat: 41.893022,  Lng: -71.377175),  Route carried "under" structure: City street ,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 1,552 (year 2008),  Truck Traffic: 3%,  Features Intersected: ROOSEVELT AV,  Facility Carried by Structure: I-95 NB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 5627,  Location: 0.3 Mi S of Mass Line (Lat: 41.893000,  Lng: -71.377481),  Route carried "under" structure: City street _,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 1,552 (year 2008),  Truck Traffic: 3%,  Features Intersected: ROOSEVELT AV,  Facility Carried by Structure: I-95 SB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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