Bridge Statistics for Warwick, Rhode Island (RI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 87Number of bridges
- 840ft / 256mTotal length
- $194,629,000Total costs
- 2,964,700Total average daily traffic
- 308,960Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Warwick
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 41920-1929
- 21930-1939
- 51950-1959
- 571960-1969
- 51970-1979
- 41990-1999
- 12000-2009
- 22010-2019
- 62020-2022
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 01950-1959
- 01960-1969
- 11970-1979
- 101980-1989
- Bridge Condition - Deck
- 10.0%Very good
- 18.0%Good
- 48.0%Satisfactory
- 22.0%Fair
- 2.0%Poor
- Bridge Condition - Superstructure
- 9.1%Very good
- 9.1%Good
- 23.6%Satisfactory
- 41.8%Fair
- 7.3%Poor
- 9.1%Serious
- Bridge Condition - Substructure
- 3.6%Very good
- 14.5%Good
- 43.6%Satisfactory
- 29.1%Fair
- 9.1%Poor
- Bridge Condition - Channel
- 4.0%Very good
- 28.0%Good
- 52.0%Satisfactory
- 16.0%Fair
- Bridge Condition - Culverts
- 16.7%Good
- 83.3%Satisfactory
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Structure Number: 3, Location: 0.1 Mi S of JCT RI 33 (Lat: 41.695094, Lng: -71.533911), Route carried "on" structure: State highway 117, Year Built: 1959, Year Reconstructed: 1993, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 8,000 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 8,800 (year 2041), Design Load: HS 20, Features Intersected: WASH SEC BIKE PATH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.247, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 31.8 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: 24.3 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $499,000, Roadway Improvement Cost: $50,000, Total Project Cost: $749,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 3, Location: 0.1 Mi S of JCT RI 33 (Lat: 41.695094, Lng: -71.533911), Route carried "on" structure: State highway 117, Year Built: 1959, Year Reconstructed: 1993, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 8,000 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 8,800 (year 2041), Design Load: HS 20, Features Intersected: WASH SEC BIKE PATH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.247, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 31.8 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: 24.3 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $499,000, Roadway Improvement Cost: $50,000, Total Project Cost: $749,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 35, Location: 3.0 Mi E of JCT I-95 (Lat: 41.502483, Lng: -71.607725), Route carried "on" structure: State highway 138, Year Built: 1931, Year Reconstructed: 1939, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 9,628 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 11,554 (year 2036), Design Load: HS 20, Features Intersected: USQUEPAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.376, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Superstructure: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: August 2021, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $254,000, Roadway Improvement Cost: $25,000, Total Project Cost: $381,000
Structure Number: 35, Location: 3.0 Mi E of JCT I-95 (Lat: 41.502483, Lng: -71.607725), Route carried "on" structure: State highway 138, Year Built: 1931, Year Reconstructed: 1939, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 9,628 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 11,554 (year 2036), Design Load: HS 20, Features Intersected: USQUEPAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.376, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Superstructure: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: August 2021, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $254,000, Roadway Improvement Cost: $25,000, Total Project Cost: $381,000
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Structure Number: 49, Location: 0.1 Mi S of JCT RI 3 (Lat: 41.438375, Lng: -71.789900), Route carried "on" structure: City street , Year Built: 1907, Year Reconstructed: 1991, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 653 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 718 (year 2041), Design Load: HS 20, Features Intersected: ASHAWAY RIVER, Facility Carried by Structure: WELLSTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.626, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 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: 19.1 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $133,000, Roadway Improvement Cost: $13,000, Total Project Cost: $200,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 49, Location: 0.1 Mi S of JCT RI 3 (Lat: 41.438375, Lng: -71.789900), Route carried "on" structure: City street , Year Built: 1907, Year Reconstructed: 1991, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 653 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 718 (year 2041), Design Load: HS 20, Features Intersected: ASHAWAY RIVER, Facility Carried by Structure: WELLSTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.626, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 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: 19.1 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $133,000, Roadway Improvement Cost: $13,000, Total Project Cost: $200,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 77, Location: 0.3 Mi W of JCT RI 117 (Lat: 41.706542, Lng: -71.761672), Route carried "on" structure: State highway 14, Year Built: 1928, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,636 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 2,900 (year 2041), Features Intersected: MOOSUP RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.461, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 83.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Total Project Cost: $765,000
Structure Number: 77, Location: 0.3 Mi W of JCT RI 117 (Lat: 41.706542, Lng: -71.761672), Route carried "on" structure: State highway 14, Year Built: 1928, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,636 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 2,900 (year 2041), Features Intersected: MOOSUP RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.461, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 83.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Total Project Cost: $765,000
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Structure Number: 84, Location: 0.8 Mi W of JCT RI 116 (Lat: 41.750611, Lng: -71.589128), Route carried "on" structure: State highway 12, Year Built: 1921, Status: Open, Structure Length: 6.06m (19.88ft), Average Daily Traffic: 3,605 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 3,966 (year 2041), Design Load: H 20, Features Intersected: KENT DAM SPILLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.683, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.2 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: 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.16m (20.21ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 2020, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $1,772,000, Roadway Improvement Cost: $177,000, Total Project Cost: $2,658,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 84, Location: 0.8 Mi W of JCT RI 116 (Lat: 41.750611, Lng: -71.589128), Route carried "on" structure: State highway 12, Year Built: 1921, Status: Open, Structure Length: 6.06m (19.88ft), Average Daily Traffic: 3,605 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 3,966 (year 2041), Design Load: H 20, Features Intersected: KENT DAM SPILLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.683, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.2 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: 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.16m (20.21ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 2020, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $1,772,000, Roadway Improvement Cost: $177,000, Total Project Cost: $2,658,000, 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: 185, Location: 0.8 Mi NW of JCT RI 113 (Lat: 41.725614, Lng: -71.472553), Route carried "on" structure: State highway 5, Year Built: 1961, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 18,705 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 20,576 (year 2041), Design Load: HS 20, Features Intersected: PAWTUXET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.164, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 57.7 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: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2021, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $3,166,000, Roadway Improvement Cost: $317,000, Total Project Cost: $4,749,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 185, Location: 0.8 Mi NW of JCT RI 113 (Lat: 41.725614, Lng: -71.472553), Route carried "on" structure: State highway 5, Year Built: 1961, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 18,705 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 20,576 (year 2041), Design Load: HS 20, Features Intersected: PAWTUXET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.164, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 57.7 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: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2021, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $3,166,000, Roadway Improvement Cost: $317,000, Total Project Cost: $4,749,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 1855, Location: 0.8 Mi NW of JCT RI 113 (Lat: 41.725614, Lng: -71.472553), Route carried "on" structure: State highway 5, Year Built: 2021, Status: Open, Structure Length: 4.89m (16.04ft), Average Daily Traffic: 21,000 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 23,500 (year 2040), Design Load: Greater than HL93, Features Intersected: PAWTUXET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.164, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.6m (77.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.8 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: 59.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 2021, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $3,166,000, Roadway Improvement Cost: $317,000, Total Project Cost: $4,749,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Cathodic Protection
Structure Number: 1855, Location: 0.8 Mi NW of JCT RI 113 (Lat: 41.725614, Lng: -71.472553), Route carried "on" structure: State highway 5, Year Built: 2021, Status: Open, Structure Length: 4.89m (16.04ft), Average Daily Traffic: 21,000 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 23,500 (year 2040), Design Load: Greater than HL93, Features Intersected: PAWTUXET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.164, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.6m (77.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.8 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: 59.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 2021, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $3,166,000, Roadway Improvement Cost: $317,000, Total Project Cost: $4,749,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Cathodic Protection
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Structure Number: 245, Location: 0.2 Mi N of JCT RI 113 (Lat: 41.723328, Lng: -71.481317), Route carried "on" structure: State highway 2, Year Built: 1929, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 15,000 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 18,000 (year 2036), Design Load: HS 20, Features Intersected: PAWTUXET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.972, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: 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: 53.5 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 2021, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $3,000, Total Project Cost: $51,000
Structure Number: 245, Location: 0.2 Mi N of JCT RI 113 (Lat: 41.723328, Lng: -71.481317), Route carried "on" structure: State highway 2, Year Built: 1929, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 15,000 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 18,000 (year 2036), Design Load: HS 20, Features Intersected: PAWTUXET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.972, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: 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: 53.5 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 2021, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $3,000, Total Project Cost: $51,000
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Structure Number: 246, Location: 0.2 Mi N of JCT RI 113 (Lat: 41.722811, Lng: -71.481756), Route carried "on" structure: State highway 2, Year Built: 1929, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 15,000 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 18,000 (year 2036), Design Load: HS 20, Features Intersected: PAWTUXET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.040, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 2021, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $3,000, Total Project Cost: $51,000
Structure Number: 246, Location: 0.2 Mi N of JCT RI 113 (Lat: 41.722811, Lng: -71.481756), Route carried "on" structure: State highway 2, Year Built: 1929, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 15,000 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 18,000 (year 2036), Design Load: HS 20, Features Intersected: PAWTUXET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.040, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 2021, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $3,000, Total Project Cost: $51,000
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Structure Number: 35, Location: 0.5 mi E I-95 & ARPT (Lat: 41.723497, Lng: -71.438058), Route carried "on" structure: ServiceState lands road , Year Built: 1996, Status: Open, Structure Length: 12.21m (40.06ft), Average Daily Traffic: 20,000 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 24,000 (year 2036), Design Load: HS 20, Features Intersected: PLAZA,TERMINALS,PARKING, Facility Carried by Structure: AIRPORT ELEV RDWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.242, Lanes on structure: 1, Lanes under structure: 2, Owner: State Agenciy, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: 34.3 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.21m (40.06ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2021, Bridge Improvement Cost: $3,136,000, Roadway Improvement Cost: $314,000, Total Project Cost: $4,704,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35, Location: 0.5 mi E I-95 & ARPT (Lat: 41.723497, Lng: -71.438058), Route carried "on" structure: ServiceState lands road , Year Built: 1996, Status: Open, Structure Length: 12.21m (40.06ft), Average Daily Traffic: 20,000 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 24,000 (year 2036), Design Load: HS 20, Features Intersected: PLAZA,TERMINALS,PARKING, Facility Carried by Structure: AIRPORT ELEV RDWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.242, Lanes on structure: 1, Lanes under structure: 2, Owner: State Agenciy, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: 34.3 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.21m (40.06ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2021, Bridge Improvement Cost: $3,136,000, Roadway Improvement Cost: $314,000, Total Project Cost: $4,704,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3502, Location: 0.5 Mi E I-95 & AIRPT CON (Lat: 41.725792, Lng: -71.436700), Route carried "on" structure: ServiceCity street , Year Built: 1996, Status: Open, Structure Length: 21.95m (72.01ft), Average Daily Traffic: 49,041 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 58,850 (year 2036), Design Load: HS 20, Features Intersected: ARRIVAL ROAD, Facility Carried by Structure: AIRPORT ELEV RDWY
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 2.414, Lanes on structure: 3, Lanes under structure: 3, Owner: State Agenciy, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 43.9m (144.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 6.3m (20.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 70.3 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: 48.6 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 21.95m (72.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,640,000, Roadway Improvement Cost: $1,564,000, Total Project Cost: $23,459,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3502, Location: 0.5 Mi E I-95 & AIRPT CON (Lat: 41.725792, Lng: -71.436700), Route carried "on" structure: ServiceCity street , Year Built: 1996, Status: Open, Structure Length: 21.95m (72.01ft), Average Daily Traffic: 49,041 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 58,850 (year 2036), Design Load: HS 20, Features Intersected: ARRIVAL ROAD, Facility Carried by Structure: AIRPORT ELEV RDWY
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 2.414, Lanes on structure: 3, Lanes under structure: 3, Owner: State Agenciy, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 43.9m (144.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 6.3m (20.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 70.3 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: 48.6 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 21.95m (72.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,640,000, Roadway Improvement Cost: $1,564,000, Total Project Cost: $23,459,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3504, Location: 0.5 mi E I-95 & ARPT (Lat: 41.727114, Lng: -71.436711), Route carried "on" structure: ServiceCity street , Year Built: 1996, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 20,000 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 24,000 (year 2036), Design Load: HS 20, Features Intersected: PLAZA,TERMINALS,PARKING, Facility Carried by Structure: AIRPORT ELEV RDWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.543, Lanes on structure: 1, Lanes under structure: 2, Owner: State Agenciy, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: 41.1 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2021, Bridge Improvement Cost: $672,000, Roadway Improvement Cost: $67,000, Total Project Cost: $1,008,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3504, Location: 0.5 mi E I-95 & ARPT (Lat: 41.727114, Lng: -71.436711), Route carried "on" structure: ServiceCity street , Year Built: 1996, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 20,000 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 24,000 (year 2036), Design Load: HS 20, Features Intersected: PLAZA,TERMINALS,PARKING, Facility Carried by Structure: AIRPORT ELEV RDWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.543, Lanes on structure: 1, Lanes under structure: 2, Owner: State Agenciy, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: 41.1 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2021, Bridge Improvement Cost: $672,000, Roadway Improvement Cost: $67,000, Total Project Cost: $1,008,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 425, Location: 1.0 Mi W of JCT I-95 (Lat: 41.696708, Lng: -71.497542), Route carried "on" structure: State highway 117, Year Built: 1951, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 22,500 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 24,750 (year 2041), Design Load: HS 20, Features Intersected: RI 2 BALD HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.619, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Operating Rating: 44.1 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: 34.0 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.11m (10.20ft), 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: $1,068,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,601,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 425, Location: 1.0 Mi W of JCT I-95 (Lat: 41.696708, Lng: -71.497542), Route carried "on" structure: State highway 117, Year Built: 1951, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 22,500 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 24,750 (year 2041), Design Load: HS 20, Features Intersected: RI 2 BALD HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.619, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Operating Rating: 44.1 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: 34.0 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.11m (10.20ft), 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: $1,068,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,601,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 49, Location: 0.2 Mi N of JCT RI 113 (Lat: 41.723194, Lng: -71.481069), Route carried "on" structure: State highway 2, Year Built: 1967, Status: Open, Structure Length: 3.19m (10.47ft), Average Daily Traffic: 25,453 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 30,544 (year 2036), Design Load: HS 20, Features Intersected: PAWTUXET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.230, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: 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: 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: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,478,000, Roadway Improvement Cost: $148,000, Total Project Cost: $2,217,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 49, Location: 0.2 Mi N of JCT RI 113 (Lat: 41.723194, Lng: -71.481069), Route carried "on" structure: State highway 2, Year Built: 1967, Status: Open, Structure Length: 3.19m (10.47ft), Average Daily Traffic: 25,453 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 30,544 (year 2036), Design Load: HS 20, Features Intersected: PAWTUXET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.230, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: 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: 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: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,478,000, Roadway Improvement Cost: $148,000, Total Project Cost: $2,217,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 491, Location: 0.2 Mi N of JCT RI 113 (Lat: 41.722703, Lng: -71.481500), Route carried "on" structure: State highway 2, Year Built: 1967, Status: Open, Structure Length: 3.25m (10.66ft), Average Daily Traffic: 25,453 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 30,544 (year 2036), Design Load: HS 20, Features Intersected: PAWTUXET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.164, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: 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: 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: 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: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $418,000, Roadway Improvement Cost: $42,000, Total Project Cost: $627,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 491, Location: 0.2 Mi N of JCT RI 113 (Lat: 41.722703, Lng: -71.481500), Route carried "on" structure: State highway 2, Year Built: 1967, Status: Open, Structure Length: 3.25m (10.66ft), Average Daily Traffic: 25,453 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 30,544 (year 2036), Design Load: HS 20, Features Intersected: PAWTUXET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.164, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: 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: 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: 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: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $418,000, Roadway Improvement Cost: $42,000, Total Project Cost: $627,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 518, Location: 0.4 Mi S of JCT RI 4 (Lat: 41.666592, Lng: -71.499400), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 1976, Status: Open, Structure Length: 2.78m (9.12ft), Average Daily Traffic: 74,100 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 81,510 (year 2041), Design Load: HL 93, Features Intersected: RI 2 QUAKER LANE
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 38.676, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.2m (99.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 30.2m (99.1ft), Out-to-Out Width: 32.1m (105.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 51.5 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: 39.5 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: Better than present minimum criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,902,000, Roadway Improvement Cost: $190,000, Total Project Cost: $2,853,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 518, Location: 0.4 Mi S of JCT RI 4 (Lat: 41.666592, Lng: -71.499400), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 1976, Status: Open, Structure Length: 2.78m (9.12ft), Average Daily Traffic: 74,100 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 81,510 (year 2041), Design Load: HL 93, Features Intersected: RI 2 QUAKER LANE
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 38.676, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.2m (99.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 30.2m (99.1ft), Out-to-Out Width: 32.1m (105.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 51.5 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: 39.5 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: Better than present minimum criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,902,000, Roadway Improvement Cost: $190,000, Total Project Cost: $2,853,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 618, Location: 0.7 Mi S of JCT RI 37 (Lat: 41.737533, Lng: -71.447947), Route carried "on" structure: ServiceCity street , Year Built: 1965, Status: Open, Structure Length: 5.26m (17.26ft), Average Daily Traffic: 163 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 179 (year 2041), Design Load: HS 20, Features Intersected: I-95 NB & SB, Facility Carried by Structure: SERVICE AV
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.027, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.8m (84.6ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.9 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: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.27m (17.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,207,000, Roadway Improvement Cost: $121,000, Total Project Cost: $1,810,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 618, Location: 0.7 Mi S of JCT RI 37 (Lat: 41.737533, Lng: -71.447947), Route carried "on" structure: ServiceCity street , Year Built: 1965, Status: Open, Structure Length: 5.26m (17.26ft), Average Daily Traffic: 163 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 179 (year 2041), Design Load: HS 20, Features Intersected: I-95 NB & SB, Facility Carried by Structure: SERVICE AV
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.027, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.8m (84.6ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.9 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: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.27m (17.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,207,000, Roadway Improvement Cost: $121,000, Total Project Cost: $1,810,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 619, Location: 0.3 Mi N of JCT I-95+295 (Lat: 41.754381, Lng: -71.437311), Route carried "on" structure: Interstate 95, Year Built: 1966, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 156,730 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 172,403 (year 2041), Design Load: HS 20, Features Intersected: JEFFERSON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.722, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 53.9m (176.8ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 54.0m (177.2ft), Out-to-Out Width: 57.6m (189.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 33.7 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: 25.9 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.75m (12.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $4,530,000, Roadway Improvement Cost: $453,000, Total Project Cost: $6,796,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 619, Location: 0.3 Mi N of JCT I-95+295 (Lat: 41.754381, Lng: -71.437311), Route carried "on" structure: Interstate 95, Year Built: 1966, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 156,730 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 172,403 (year 2041), Design Load: HS 20, Features Intersected: JEFFERSON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.722, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 53.9m (176.8ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 54.0m (177.2ft), Out-to-Out Width: 57.6m (189.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 33.7 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: 25.9 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.75m (12.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $4,530,000, Roadway Improvement Cost: $453,000, Total Project Cost: $6,796,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 63, Location: 0.4 Mi E of Pontiac Ave (Lat: 41.748661, Lng: -71.445400), Route carried "on" structure: State highway 37, Year Built: 1966, Year Reconstructed: 1989, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 33,046 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 39,656 (year 2036), Design Load: HS 20, Features Intersected: RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.669, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.6 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: 38.2 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 replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,860,000, Roadway Improvement Cost: $186,000, Total Project Cost: $2,790,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 63, Location: 0.4 Mi E of Pontiac Ave (Lat: 41.748661, Lng: -71.445400), Route carried "on" structure: State highway 37, Year Built: 1966, Year Reconstructed: 1989, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 33,046 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 39,656 (year 2036), Design Load: HS 20, Features Intersected: RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.669, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.6 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: 38.2 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 replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,860,000, Roadway Improvement Cost: $186,000, Total Project Cost: $2,790,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 631, Location: 0.8 Mi W of JCT US 1A (Lat: 41.749581, Lng: -71.443881), Route carried "on" structure: State highway 37, Year Built: 1966, Year Reconstructed: 1989, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 20,700 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 24,840 (year 2036), Design Load: HS 20, Features Intersected: RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.922, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.3m (63.3ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 59.9 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: 46.3 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $483,000, Roadway Improvement Cost: $48,000, Total Project Cost: $725,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 631, Location: 0.8 Mi W of JCT US 1A (Lat: 41.749581, Lng: -71.443881), Route carried "on" structure: State highway 37, Year Built: 1966, Year Reconstructed: 1989, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 20,700 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 24,840 (year 2036), Design Load: HS 20, Features Intersected: RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.922, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.3m (63.3ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 59.9 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: 46.3 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $483,000, Roadway Improvement Cost: $48,000, Total Project Cost: $725,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 632, Location: 0.3 Mi E of JCT RI 2 (Lat: 41.748192, Lng: -71.442897), Route carried "on" structure: State highway 37, Year Built: 1964, Status: Temporarily open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 33,046 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 39,656 (year 2036), Design Load: HS 20, Features Intersected: I-95 NB & SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.888, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 28 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 45.4 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: 35.0 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.65m (25.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,222,000, Roadway Improvement Cost: $122,000, Total Project Cost: $1,833,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 632, Location: 0.3 Mi E of JCT RI 2 (Lat: 41.748192, Lng: -71.442897), Route carried "on" structure: State highway 37, Year Built: 1964, Status: Temporarily open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 33,046 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 39,656 (year 2036), Design Load: HS 20, Features Intersected: I-95 NB & SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.888, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 28 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 45.4 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: 35.0 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.65m (25.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,222,000, Roadway Improvement Cost: $122,000, Total Project Cost: $1,833,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 633, Location: 1.2 Mi E of JCT RI 2 (Lat: 41.749344, Lng: -71.442133), Route carried "on" structure: State highway 37, Year Built: 1966, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 25,000 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 30,000 (year 2036), Design Load: HS 20, Features Intersected: I-95 NB & SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.772, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 41.1 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: 31.8 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.56m (24.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,234,000, Roadway Improvement Cost: $223,000, Total Project Cost: $3,351,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 633, Location: 1.2 Mi E of JCT RI 2 (Lat: 41.749344, Lng: -71.442133), Route carried "on" structure: State highway 37, Year Built: 1966, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 25,000 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 30,000 (year 2036), Design Load: HS 20, Features Intersected: I-95 NB & SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.772, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 41.1 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: 31.8 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.56m (24.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,234,000, Roadway Improvement Cost: $223,000, Total Project Cost: $3,351,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 634, Location: 0.5 Mi S of JCT I-95 (Lat: 41.746503, Lng: -71.436583), Route carried "on" structure: State highway 37, Year Built: 1966, Year Reconstructed: 1989, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 47,277 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 56,733 (year 2036), Design Load: HS 20, Features Intersected: JEFFERSON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.443, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.4 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: 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.93m (12.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $20,000, Total Project Cost: $294,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 634, Location: 0.5 Mi S of JCT I-95 (Lat: 41.746503, Lng: -71.436583), Route carried "on" structure: State highway 37, Year Built: 1966, Year Reconstructed: 1989, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 47,277 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 56,733 (year 2036), Design Load: HS 20, Features Intersected: JEFFERSON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.443, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.4 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: 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.93m (12.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $20,000, Total Project Cost: $294,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6355, Location: 0.1 Mi W OF JCT I-95 (Lat: 41.747167, Lng: -71.436339), Route carried "on" structure: State highway 37, Year Built: 2022, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 32,400 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 36,000 (year 2038), Design Load: Greater than HL93, Features Intersected: JEFFERSON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.228, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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: 82.0 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,436,000, Roadway Improvement Cost: $144,000, Total Project Cost: $2,154,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Galvanized Reinforcing
Structure Number: 6355, Location: 0.1 Mi W OF JCT I-95 (Lat: 41.747167, Lng: -71.436339), Route carried "on" structure: State highway 37, Year Built: 2022, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 32,400 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 36,000 (year 2038), Design Load: Greater than HL93, Features Intersected: JEFFERSON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.228, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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: 82.0 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,436,000, Roadway Improvement Cost: $144,000, Total Project Cost: $2,154,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Galvanized Reinforcing
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Structure Number: 636, Location: 0.5 Mi E of Jct I-95 (Lat: 41.745872, Lng: -71.435378), Route carried "on" structure: State highway 37, Year Built: 1963, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 47,277 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 56,733 (year 2036), Design Load: HS 20, Features Intersected: AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.566, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Poor, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $2,413,000, Roadway Improvement Cost: $241,000, Total Project Cost: $3,619,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 636, Location: 0.5 Mi E of Jct I-95 (Lat: 41.745872, Lng: -71.435378), Route carried "on" structure: State highway 37, Year Built: 1963, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 47,277 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 56,733 (year 2036), Design Load: HS 20, Features Intersected: AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.566, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Poor, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $2,413,000, Roadway Improvement Cost: $241,000, Total Project Cost: $3,619,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 637, Location: 0.3 Mi E of JCT I-95 (Lat: 41.746372, Lng: -71.435194), Route carried "on" structure: State highway 37, Year Built: 1963, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 25,765 (year 1996), Truck Traffic: 10%, Average Future Daily Traffic: 30,918 (year 2036), Design Load: HS 20, Features Intersected: AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.101, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Poor, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.79m (15.72ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $1,675,000, Roadway Improvement Cost: $168,000, Total Project Cost: $2,513,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 637, Location: 0.3 Mi E of JCT I-95 (Lat: 41.746372, Lng: -71.435194), Route carried "on" structure: State highway 37, Year Built: 1963, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 25,765 (year 1996), Truck Traffic: 10%, Average Future Daily Traffic: 30,918 (year 2036), Design Load: HS 20, Features Intersected: AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.101, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Poor, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.79m (15.72ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $1,675,000, Roadway Improvement Cost: $168,000, Total Project Cost: $2,513,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 638, Location: 1.0 Mi E of JCT I-95 (Lat: 41.741883, Lng: -71.431294), Route carried "on" structure: State highway 37, Year Built: 1965, Year Reconstructed: 1989, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 46,000 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 55,200 (year 2036), Design Load: HS 20, Features Intersected: US 1 POST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.381, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Operating Rating: 42.5 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.55m (18.21ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $3,315,000, Roadway Improvement Cost: $332,000, Total Project Cost: $4,973,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 638, Location: 1.0 Mi E of JCT I-95 (Lat: 41.741883, Lng: -71.431294), Route carried "on" structure: State highway 37, Year Built: 1965, Year Reconstructed: 1989, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 46,000 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 55,200 (year 2036), Design Load: HS 20, Features Intersected: US 1 POST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.381, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Operating Rating: 42.5 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.55m (18.21ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $3,315,000, Roadway Improvement Cost: $332,000, Total Project Cost: $4,973,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 639, Location: 1.2 Mi W of JCT JEFF BLVD (Lat: 41.728544, Lng: -71.458572), Route carried "on" structure: Ramp State highway , Year Built: 1966, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 15,400 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 18,480 (year 2036), Design Load: HS 20, Features Intersected: I-95 NB & SB, Facility Carried by Structure: AIRPORT CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.893, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 39 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 51.5 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: 39.9 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,844,000, Roadway Improvement Cost: $184,000, Total Project Cost: $2,766,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 639, Location: 1.2 Mi W of JCT JEFF BLVD (Lat: 41.728544, Lng: -71.458572), Route carried "on" structure: Ramp State highway , Year Built: 1966, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 15,400 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 18,480 (year 2036), Design Load: HS 20, Features Intersected: I-95 NB & SB, Facility Carried by Structure: AIRPORT CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.893, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 39 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 51.5 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: 39.9 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,844,000, Roadway Improvement Cost: $184,000, Total Project Cost: $2,766,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 681, Location: 0.5 Mi W of JCT RI 113 (Lat: 41.722256, Lng: -71.466928), Route carried "on" structure: State highway 5, Year Built: 1965, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 19,320 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 21,252 (year 2041), Design Load: HS 20, Features Intersected: I-95 NB & SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.496, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 45.0 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: 25.3 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.19m (20.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,518,000, Roadway Improvement Cost: $252,000, Total Project Cost: $3,777,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 681, Location: 0.5 Mi W of JCT RI 113 (Lat: 41.722256, Lng: -71.466928), Route carried "on" structure: State highway 5, Year Built: 1965, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 19,320 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 21,252 (year 2041), Design Load: HS 20, Features Intersected: I-95 NB & SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.496, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 45.0 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: 25.3 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.19m (20.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,518,000, Roadway Improvement Cost: $252,000, Total Project Cost: $3,777,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 682, Location: 1.0 Mi N of JCT RI 117 (Lat: 41.716103, Lng: -71.471075), Route carried "on" structure: State highway 113, Year Built: 1965, Status: Posted for load, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 24,950 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 27,445 (year 2041), Design Load: HS 20, Features Intersected: I-95 NB & SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.254, Lanes on structure: 6, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 19.1 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: 14.6 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 7.16m (23.49ft), 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: $1,150,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,725,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 682, Location: 1.0 Mi N of JCT RI 117 (Lat: 41.716103, Lng: -71.471075), Route carried "on" structure: State highway 113, Year Built: 1965, Status: Posted for load, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 24,950 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 27,445 (year 2041), Design Load: HS 20, Features Intersected: I-95 NB & SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.254, Lanes on structure: 6, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 19.1 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: 14.6 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 7.16m (23.49ft), 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: $1,150,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,725,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 6835, Location: 0.5 Mi N of JCT RI 117 (Lat: 41.702356, Lng: -71.473861), Route carried "on" structure: Interstate 95, Year Built: 2020, Status: Open, Structure Length: 2.55m (8.37ft), Average Daily Traffic: 170,700 (year 2019), Truck Traffic: 30%, Average Future Daily Traffic: 187,770 (year 2039), Design Load: HL 93, Features Intersected: RI 115 Toll Gate Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.983, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 51.4m (168.6ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.5m (80.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 52.6m (172.6ft), Out-to-Out Width: 53.6m (175.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 61.6 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: 47.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $7,003,000, Roadway Improvement Cost: $700,000, Total Project Cost: $10,505,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Galvanized Reinforcing
Structure Number: 6835, Location: 0.5 Mi N of JCT RI 117 (Lat: 41.702356, Lng: -71.473861), Route carried "on" structure: Interstate 95, Year Built: 2020, Status: Open, Structure Length: 2.55m (8.37ft), Average Daily Traffic: 170,700 (year 2019), Truck Traffic: 30%, Average Future Daily Traffic: 187,770 (year 2039), Design Load: HL 93, Features Intersected: RI 115 Toll Gate Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.983, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 51.4m (168.6ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.5m (80.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 52.6m (172.6ft), Out-to-Out Width: 53.6m (175.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 61.6 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: 47.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $7,003,000, Roadway Improvement Cost: $700,000, Total Project Cost: $10,505,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Galvanized Reinforcing
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Structure Number: 6845, Location: 1.0 Mi S of JCT RI 113 (Lat: 41.697503, Lng: -71.475417), Route carried "on" structure: Interstate 95, Year Built: 2020, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 160,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 192,000 (year 2036), Design Load: HL 93, Features Intersected: RI 117 CENTERVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.438, Lanes on structure: 8, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 50.0m (164.0ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 50.2m (164.7ft), Out-to-Out Width: 52.0m (170.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.7 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: 44.7 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.82m (15.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $6,535,000, Roadway Improvement Cost: $654,000, Total Project Cost: $9,803,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Galvanized Reinforcing
Structure Number: 6845, Location: 1.0 Mi S of JCT RI 113 (Lat: 41.697503, Lng: -71.475417), Route carried "on" structure: Interstate 95, Year Built: 2020, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 160,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 192,000 (year 2036), Design Load: HL 93, Features Intersected: RI 117 CENTERVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.438, Lanes on structure: 8, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 50.0m (164.0ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 50.2m (164.7ft), Out-to-Out Width: 52.0m (170.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.7 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: 44.7 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.82m (15.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $6,535,000, Roadway Improvement Cost: $654,000, Total Project Cost: $9,803,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Galvanized Reinforcing
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Structure Number: 685, Location: 1.0 Mi W of JCT US 1 (Lat: 41.685200, Lng: -71.477358), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 7,979 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 9,575 (year 2036), Design Load: HS 20, Features Intersected: I-95 NB & SB, Facility Carried by Structure: COWESETT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.960, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 40.8 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: 31.8 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.04m (19.82ft), 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: $3,260,000, Roadway Improvement Cost: $326,000, Total Project Cost: $4,890,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 685, Location: 1.0 Mi W of JCT US 1 (Lat: 41.685200, Lng: -71.477358), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 7,979 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 9,575 (year 2036), Design Load: HS 20, Features Intersected: I-95 NB & SB, Facility Carried by Structure: COWESETT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.960, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 40.8 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: 31.8 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.04m (19.82ft), 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: $3,260,000, Roadway Improvement Cost: $326,000, Total Project Cost: $4,890,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 686, Location: 0.8 Mi N of JCT RI 2 (Lat: 41.666794, Lng: -71.490278), Route carried "on" structure: Interstate 95, Year Built: 1965, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 75,370 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 90,444 (year 2036), Design Load: HS 20, Features Intersected: RI 4 SOUTH CNTY FWY RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.435, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.6 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: 47.6 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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $583,000, Roadway Improvement Cost: $58,000, Total Project Cost: $875,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 686, Location: 0.8 Mi N of JCT RI 2 (Lat: 41.666794, Lng: -71.490278), Route carried "on" structure: Interstate 95, Year Built: 1965, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 75,370 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 90,444 (year 2036), Design Load: HS 20, Features Intersected: RI 4 SOUTH CNTY FWY RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.435, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.6 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: 47.6 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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $583,000, Roadway Improvement Cost: $58,000, Total Project Cost: $875,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric