Bridge Statistics for Lincoln, Rhode Island (RI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 31Number of bridges
- 374ft / 114mTotal length
- $64,903,000Total costs
- 467,170Total average daily traffic
- 28,082Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lincoln
- No street view available for this location
- New bridges - historical statistics
- 4Before 1900
- 11900-1909
- 21920-1929
- 91950-1959
- 71960-1969
- 41990-1999
- 12000-2009
- 12010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 11920-1929
- 11930-1939
- 11940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 31980-1989
- 31990-1999
- 32000-2009
- Bridge Condition - Deck
- 10.0%Very good
- 45.0%Good
- 10.0%Satisfactory
- 20.0%Fair
- 15.0%Poor
- Bridge Condition - Superstructure
- 16.7%Very good
- 16.7%Good
- 20.8%Satisfactory
- 25.0%Fair
- 16.7%Poor
- 4.2%Serious
- Bridge Condition - Substructure
- 4.2%Very good
- 29.2%Good
- 29.2%Satisfactory
- 29.2%Fair
- 8.3%Poor
- Bridge Condition - Channel
- 33.3%Good
- 41.7%Satisfactory
- 25.0%Fair
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Structure Number: 163, Location: 0.8 Mi W of JCT RI 122 (Lat: 41.952419, Lng: -71.453339), Route carried "on" structure: City street , Year Built: 1887, Year Reconstructed: 1996, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 4,034 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 4,437 (year 2041), Design Load: HS 20, Features Intersected: OLD WORC & BOSTON CANAL, Facility Carried by Structure: SCHOOL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.197, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 41.5 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: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $300,000, Total Project Cost: $1,500,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 163, Location: 0.8 Mi W of JCT RI 122 (Lat: 41.952419, Lng: -71.453339), Route carried "on" structure: City street , Year Built: 1887, Year Reconstructed: 1996, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 4,034 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 4,437 (year 2041), Design Load: HS 20, Features Intersected: OLD WORC & BOSTON CANAL, Facility Carried by Structure: SCHOOL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.197, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 41.5 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: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $300,000, Total Project Cost: $1,500,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
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Structure Number: 179, Location: 0.5 MI W of JCT RI 122 (Lat: 41.937592, Lng: -71.434456), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 1998, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 57 (year 2021), Average Future Daily Traffic: 63 (year 2041), Design Load: HS 25 or greater, Features Intersected: BLACKSTONE CANAL, Facility Carried by Structure: LOWER RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.645, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.5m (34.4ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Very good, 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: 33.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $636,000, Roadway Improvement Cost: $64,000, Total Project Cost: $954,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 179, Location: 0.5 MI W of JCT RI 122 (Lat: 41.937592, Lng: -71.434456), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 1998, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 57 (year 2021), Average Future Daily Traffic: 63 (year 2041), Design Load: HS 25 or greater, Features Intersected: BLACKSTONE CANAL, Facility Carried by Structure: LOWER RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.645, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.5m (34.4ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Very good, 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: 33.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $636,000, Roadway Improvement Cost: $64,000, Total Project Cost: $954,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 188, Location: 1.0 MI N of JCT I-295 (Lat: 41.953961, Lng: -71.487897), Route carried "on" structure: State highway 146, Year Built: 1924, Year Reconstructed: 1941, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 58,520 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 64,372 (year 2041), Design Load: HS 20, Features Intersected: CROOKFALL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.960, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 37 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 94.5m (310.0ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000
Structure Number: 188, Location: 1.0 MI N of JCT I-295 (Lat: 41.953961, Lng: -71.487897), Route carried "on" structure: State highway 146, Year Built: 1924, Year Reconstructed: 1941, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 58,520 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 64,372 (year 2041), Design Load: HS 20, Features Intersected: CROOKFALL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.960, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 37 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 94.5m (310.0ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000
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Structure Number: 195, Location: 0.2 Mi W of JCT RI 122 (Lat: 41.906500, Lng: -71.406175), Route carried "on" structure: State highway 123, Year Built: 1885, Year Reconstructed: 1940, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 15,352 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 18,423 (year 2036), Features Intersected: MILL POND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.642, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Superstructure: Fair, 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: 97.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $12,000, Total Project Cost: $186,000
Structure Number: 195, Location: 0.2 Mi W of JCT RI 122 (Lat: 41.906500, Lng: -71.406175), Route carried "on" structure: State highway 123, Year Built: 1885, Year Reconstructed: 1940, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 15,352 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 18,423 (year 2036), Features Intersected: MILL POND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.642, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Superstructure: Fair, 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: 97.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $12,000, Total Project Cost: $186,000
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Structure Number: 219, Location: 0.5 Mi S of JCT RI 123 (Lat: 41.896394, Lng: -71.413417), Route carried "on" structure: State highway 126, Year Built: 1887, Year Reconstructed: 1927, Status: Posted for load, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 6,200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 6,820 (year 2041), Features Intersected: MOSHASSUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.470, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 50.9 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: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, 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: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $47,000, Roadway Improvement Cost: $5,000, Total Project Cost: $71,000
Structure Number: 219, Location: 0.5 Mi S of JCT RI 123 (Lat: 41.896394, Lng: -71.413417), Route carried "on" structure: State highway 126, Year Built: 1887, Year Reconstructed: 1927, Status: Posted for load, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 6,200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 6,820 (year 2041), Features Intersected: MOSHASSUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.470, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 50.9 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: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, 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: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $47,000, Roadway Improvement Cost: $5,000, Total Project Cost: $71,000
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Structure Number: 2762, Location: at 116 (Lat: 41.934733, Lng: -71.466000), Route carried "on" structure: Ramp State highway 146, Year Built: 2003, Status: Open, Structure Length: 4.89m (16.04ft), Average Daily Traffic: 7,400 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 8,140 (year 2041), Design Load: HL 93, Features Intersected: RI 116 GEORGE WASH HWY
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.412, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 57.0 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: 44.1 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2762, Location: at 116 (Lat: 41.934733, Lng: -71.466000), Route carried "on" structure: Ramp State highway 146, Year Built: 2003, Status: Open, Structure Length: 4.89m (16.04ft), Average Daily Traffic: 7,400 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 8,140 (year 2041), Design Load: HL 93, Features Intersected: RI 116 GEORGE WASH HWY
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.412, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 57.0 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: 44.1 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2765, Location: 1.5 Mi W of JCT RI 122 (Lat: 41.934800, Lng: -71.466500), Route carried "on" structure: State highway 146, Year Built: 2020, Status: Open, Structure Length: 5.25m (17.22ft), Average Daily Traffic: 31,584 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 37,083 (year 2042), Design Load: HL 93, Features Intersected: RI 116 GEORGE WASH HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.160, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.5m (83.7ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.8 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: 41.5 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: 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: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $2,955,000, Roadway Improvement Cost: $296,000, Total Project Cost: $4,433,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Galvanized Reinforcing
Structure Number: 2765, Location: 1.5 Mi W of JCT RI 122 (Lat: 41.934800, Lng: -71.466500), Route carried "on" structure: State highway 146, Year Built: 2020, Status: Open, Structure Length: 5.25m (17.22ft), Average Daily Traffic: 31,584 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 37,083 (year 2042), Design Load: HL 93, Features Intersected: RI 116 GEORGE WASH HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.160, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.5m (83.7ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.8 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: 41.5 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: 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: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $2,955,000, Roadway Improvement Cost: $296,000, Total Project Cost: $4,433,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Galvanized Reinforcing
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Structure Number: 2767, Location: 1.5 Mi W of JCT RI 122 (Lat: 41.934778, Lng: -71.466489), Route carried "on" structure: State highway 146, Year Built: 2020, Status: Open, Structure Length: 5.25m (17.22ft), Average Daily Traffic: 35,616 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 41,817 (year 2042), Design Load: HL 93, Features Intersected: RI 116 GEORGE WASH HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.5m (83.7ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 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: 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: 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: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,955,000, Roadway Improvement Cost: $296,000, Total Project Cost: $4,433,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Galvanized Reinforcing
Structure Number: 2767, Location: 1.5 Mi W of JCT RI 122 (Lat: 41.934778, Lng: -71.466489), Route carried "on" structure: State highway 146, Year Built: 2020, Status: Open, Structure Length: 5.25m (17.22ft), Average Daily Traffic: 35,616 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 41,817 (year 2042), Design Load: HL 93, Features Intersected: RI 116 GEORGE WASH HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.5m (83.7ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 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: 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: 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: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,955,000, Roadway Improvement Cost: $296,000, Total Project Cost: $4,433,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Galvanized Reinforcing
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Structure Number: 377, Location: 0.5 Mi W of JCT RI 122 (Lat: 41.891203, Lng: -71.408067), Route carried "on" structure: City street , Year Built: 1950, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 300 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 360 (year 2036), Design Load: HS 20, Features Intersected: MOSHASSUCK RIVER, Facility Carried by Structure: MOSHASSUCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.085, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 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: 25.6 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), 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: $125,000, Roadway Improvement Cost: $12,000, Total Project Cost: $188,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 377, Location: 0.5 Mi W of JCT RI 122 (Lat: 41.891203, Lng: -71.408067), Route carried "on" structure: City street , Year Built: 1950, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 300 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 360 (year 2036), Design Load: HS 20, Features Intersected: MOSHASSUCK RIVER, Facility Carried by Structure: MOSHASSUCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.085, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 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: 25.6 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), 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: $125,000, Roadway Improvement Cost: $12,000, Total Project Cost: $188,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3805, Location: 0.9 Mi N of Albion Rd (Lat: 41.959964, Lng: -71.471503), Route carried "on" structure: State highway 126, Year Built: 2017, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 4,907 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5,398 (year 2041), Design Load: HL 93, Features Intersected: Mussey Brook
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.060, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: 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: 39.9 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $268,000, Roadway Improvement Cost: $3,000, Total Project Cost: $271,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3805, Location: 0.9 Mi N of Albion Rd (Lat: 41.959964, Lng: -71.471503), Route carried "on" structure: State highway 126, Year Built: 2017, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 4,907 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5,398 (year 2041), Design Load: HL 93, Features Intersected: Mussey Brook
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.060, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: 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: 39.9 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $268,000, Roadway Improvement Cost: $3,000, Total Project Cost: $271,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 415, Location: 0.1 Mi E of JCT RI 246 (Lat: 41.925875, Lng: -71.458781), Route carried "on" structure: City street , Year Built: 1953, Year Reconstructed: 2011, Status: Open, Structure Length: 3.67m (12.04ft), Average Daily Traffic: 4,168 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,585 (year 2041), Design Load: HL 93, Features Intersected: RI 146 EDDIE DOWLING HWY, Facility Carried by Structure: WILBUR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.086, Lanes on structure: 2, Lanes under structure: 4, 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: 24.5m (80.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.1 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: 49.9 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $374,000, Roadway Improvement Cost: $37,000, Total Project Cost: $561,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 415, Location: 0.1 Mi E of JCT RI 246 (Lat: 41.925875, Lng: -71.458781), Route carried "on" structure: City street , Year Built: 1953, Year Reconstructed: 2011, Status: Open, Structure Length: 3.67m (12.04ft), Average Daily Traffic: 4,168 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,585 (year 2041), Design Load: HL 93, Features Intersected: RI 146 EDDIE DOWLING HWY, Facility Carried by Structure: WILBUR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.086, Lanes on structure: 2, Lanes under structure: 4, 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: 24.5m (80.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.1 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: 49.9 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $374,000, Roadway Improvement Cost: $37,000, Total Project Cost: $561,000, 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: 416, Location: 0.5 Mi E Jct RI 246 (Lat: 41.902517, Lng: -71.447258), Route carried "on" structure: Alternate State highway 123, Year Built: 1951, Year Reconstructed: 1994, Status: Posted for load, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 13,500 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 14,850 (year 2041), Design Load: HS 20, Features Intersected: RI 146 EDDIE DOWLING HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.757, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), 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: 16.6m (54.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Operating Rating: 16.8 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: 13.0 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $194,000, Roadway Improvement Cost: $19,000, Total Project Cost: $291,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 416, Location: 0.5 Mi E Jct RI 246 (Lat: 41.902517, Lng: -71.447258), Route carried "on" structure: Alternate State highway 123, Year Built: 1951, Year Reconstructed: 1994, Status: Posted for load, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 13,500 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 14,850 (year 2041), Design Load: HS 20, Features Intersected: RI 146 EDDIE DOWLING HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.757, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), 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: 16.6m (54.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Operating Rating: 16.8 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: 13.0 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $194,000, Roadway Improvement Cost: $19,000, Total Project Cost: $291,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 417, Location: 2.0 Mi N of JCT RI 15 (Lat: 41.894928, Lng: -71.443439), Route carried "on" structure: City street , Year Built: 1952, Year Reconstructed: 1994, Status: Posted for load, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 9,900 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 10,890 (year 2041), Design Load: H 20, Features Intersected: RI 146 EDDIE DOWLING HWY, Facility Carried by Structure: TWIN RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.252, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Operating Rating: 23.7 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: 18.5 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: High priority of corrective action, Deck Geometry: High priority of corrective action, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $552,000, Roadway Improvement Cost: $55,000, Total Project Cost: $828,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 417, Location: 2.0 Mi N of JCT RI 15 (Lat: 41.894928, Lng: -71.443439), Route carried "on" structure: City street , Year Built: 1952, Year Reconstructed: 1994, Status: Posted for load, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 9,900 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 10,890 (year 2041), Design Load: H 20, Features Intersected: RI 146 EDDIE DOWLING HWY, Facility Carried by Structure: TWIN RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.252, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Operating Rating: 23.7 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: 18.5 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: High priority of corrective action, Deck Geometry: High priority of corrective action, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $552,000, Roadway Improvement Cost: $55,000, Total Project Cost: $828,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 418, Location: 2.0 Mi S of JCT RI 123 (Lat: 41.884156, Lng: -71.436994), Route carried "on" structure: State highway 146, Year Built: 1956, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 47,393 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 56,872 (year 2036), Design Load: HS 20, Features Intersected: COBBLE HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.993, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.6m (97.1ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 29.6m (97.1ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 48.6 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: 37.6 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: 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: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $2,032,000, Roadway Improvement Cost: $203,000, Total Project Cost: $3,048,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 418, Location: 2.0 Mi S of JCT RI 123 (Lat: 41.884156, Lng: -71.436994), Route carried "on" structure: State highway 146, Year Built: 1956, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 47,393 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 56,872 (year 2036), Design Load: HS 20, Features Intersected: COBBLE HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.993, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.6m (97.1ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 29.6m (97.1ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 48.6 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: 37.6 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: 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: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $2,032,000, Roadway Improvement Cost: $203,000, Total Project Cost: $3,048,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 493, Location: 0.3 Mi E of JCT RI 126 (Lat: 41.886039, Lng: -71.407644), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 6,464 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 7,757 (year 2036), Design Load: HS 20, Features Intersected: MOSHASSUCK RIVER, Facility Carried by Structure: HIGGINSON AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.600, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.4 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: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.08m (3.54ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $704,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,055,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 493, Location: 0.3 Mi E of JCT RI 126 (Lat: 41.886039, Lng: -71.407644), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 6,464 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 7,757 (year 2036), Design Load: HS 20, Features Intersected: MOSHASSUCK RIVER, Facility Carried by Structure: HIGGINSON AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.600, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.4 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: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.08m (3.54ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $704,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,055,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 748, Location: 1.0 Mi N of JCT RI 116 (Lat: 41.942792, Lng: -71.475747), Route carried "on" structure: Interstate 295, Year Built: 1969, Status: Open, Structure Length: 7.67m (25.16ft), Average Daily Traffic: 27,992 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 33,591 (year 2036), Design Load: HS 20, Features Intersected: RI 146 EDDIE DOWLING HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.890, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.2m (125.3ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, 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: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $2,362,000, Roadway Improvement Cost: $236,000, Total Project Cost: $3,543,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 748, Location: 1.0 Mi N of JCT RI 116 (Lat: 41.942792, Lng: -71.475747), Route carried "on" structure: Interstate 295, Year Built: 1969, Status: Open, Structure Length: 7.67m (25.16ft), Average Daily Traffic: 27,992 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 33,591 (year 2036), Design Load: HS 20, Features Intersected: RI 146 EDDIE DOWLING HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.890, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.2m (125.3ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, 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: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $2,362,000, Roadway Improvement Cost: $236,000, Total Project Cost: $3,543,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 7482, Location: 1. Mi N of JCT RI 116 (Lat: 41.943681, Lng: -71.476875), Route carried "on" structure: Interstate 295, Year Built: 1969, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 27,992 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 33,591 (year 2036), Design Load: HS 20, Features Intersected: RI 146 EDDIE DOWLING HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.282, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Fair, 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,362,000, Roadway Improvement Cost: $236,000, Total Project Cost: $3,543,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 7482, Location: 1. Mi N of JCT RI 116 (Lat: 41.943681, Lng: -71.476875), Route carried "on" structure: Interstate 295, Year Built: 1969, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 27,992 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 33,591 (year 2036), Design Load: HS 20, Features Intersected: RI 146 EDDIE DOWLING HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.282, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Fair, 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,362,000, Roadway Improvement Cost: $236,000, Total Project Cost: $3,543,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 749, Location: 0.5 Mi N of JCT RI 116 (Lat: 41.940711, Lng: -71.456878), Route carried "on" structure: State highway 126, Year Built: 1969, Year Reconstructed: 1988, Status: Open, Structure Length: 14.14m (46.39ft), Average Daily Traffic: 8,589 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 9,448 (year 2041), Design Load: HS 20, Features Intersected: I-295 NB & SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.545, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 36.3m (119.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.14m (46.39ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $3,533,000, Roadway Improvement Cost: $353,000, Total Project Cost: $5,299,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 749, Location: 0.5 Mi N of JCT RI 116 (Lat: 41.940711, Lng: -71.456878), Route carried "on" structure: State highway 126, Year Built: 1969, Year Reconstructed: 1988, Status: Open, Structure Length: 14.14m (46.39ft), Average Daily Traffic: 8,589 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 9,448 (year 2041), Design Load: HS 20, Features Intersected: I-295 NB & SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.545, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 36.3m (119.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.14m (46.39ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $3,533,000, Roadway Improvement Cost: $353,000, Total Project Cost: $5,299,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 769, Location: 0.3 Mi W of JCT RI 122 (Lat: 41.927000, Lng: -71.430900), Route carried "on" structure: City street , Year Built: 1810, Year Reconstructed: 2007, Status: Open, Structure Length: 4.74m (15.55ft), Average Daily Traffic: 2,958 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 3,254 (year 2041), Design Load: HS 25 or greater, Features Intersected: BLACKSTONE RIVER, Facility Carried by Structure: MARTIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.366, Lanes on structure: 2, Owner: Town or Township 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: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.3 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: 55.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: August 2021, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $658,000, Roadway Improvement Cost: $66,000, Total Project Cost: $986,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 769, Location: 0.3 Mi W of JCT RI 122 (Lat: 41.927000, Lng: -71.430900), Route carried "on" structure: City street , Year Built: 1810, Year Reconstructed: 2007, Status: Open, Structure Length: 4.74m (15.55ft), Average Daily Traffic: 2,958 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 3,254 (year 2041), Design Load: HS 25 or greater, Features Intersected: BLACKSTONE RIVER, Facility Carried by Structure: MARTIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.366, Lanes on structure: 2, Owner: Town or Township 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: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.3 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: 55.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: August 2021, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $658,000, Roadway Improvement Cost: $66,000, Total Project Cost: $986,000, 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: 774, Location: 0.5 Mi W of JCT RI 126 (Lat: 41.926994, Lng: -71.431469), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 2007, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 2,958 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 3,254 (year 2041), Design Load: HS 25 or greater, Features Intersected: BLACKSTONE CANAL, Facility Carried by Structure: MARTIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.318, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.2m (105.6ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 83.3 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: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $834,000, Roadway Improvement Cost: $83,000, Total Project Cost: $1,251,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 774, Location: 0.5 Mi W of JCT RI 126 (Lat: 41.926994, Lng: -71.431469), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 2007, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 2,958 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 3,254 (year 2041), Design Load: HS 25 or greater, Features Intersected: BLACKSTONE CANAL, Facility Carried by Structure: MARTIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.318, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.2m (105.6ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 83.3 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: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $834,000, Roadway Improvement Cost: $83,000, Total Project Cost: $1,251,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 985, Location: 0.5 Mi SW of RI 122 (Lat: 41.978244, Lng: -71.485078), Route carried "on" structure: Alternate State highway 99, Year Built: 1993, Status: Open, Structure Length: 30.62m (100.46ft), Average Daily Traffic: 35,200 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 38,720 (year 2041), Design Load: HS 20, Features Intersected: BLACKSTONE RIVER, P&W RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.587, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.2m (79.4ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 85.3m (279.9ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.9 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 24.38m (79.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $16,550,000, Roadway Improvement Cost: $1,655,000, Total Project Cost: $24,826,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 985, Location: 0.5 Mi SW of RI 122 (Lat: 41.978244, Lng: -71.485078), Route carried "on" structure: Alternate State highway 99, Year Built: 1993, Status: Open, Structure Length: 30.62m (100.46ft), Average Daily Traffic: 35,200 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 38,720 (year 2041), Design Load: HS 20, Features Intersected: BLACKSTONE RIVER, P&W RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.587, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.2m (79.4ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 85.3m (279.9ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.9 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 24.38m (79.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $16,550,000, Roadway Improvement Cost: $1,655,000, Total Project Cost: $24,826,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 986, Location: 0.5 Mi N of JCT RI 146 (Lat: 41.964475, Lng: -71.484458), Route carried "on" structure: State highway 99, Year Built: 1991, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 25,179 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 30,215 (year 2036), Design Load: HS 20, Features Intersected: SAYLES HILL RD
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 2.045, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 67.7 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: 52.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,509,000, Roadway Improvement Cost: $151,000, Total Project Cost: $2,263,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 986, Location: 0.5 Mi N of JCT RI 146 (Lat: 41.964475, Lng: -71.484458), Route carried "on" structure: State highway 99, Year Built: 1991, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 25,179 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 30,215 (year 2036), Design Load: HS 20, Features Intersected: SAYLES HILL RD
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 2.045, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 67.7 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: 52.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,509,000, Roadway Improvement Cost: $151,000, Total Project Cost: $2,263,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 987, Location: .65 Mi N of JCT I-295 (Lat: 41.950864, Lng: -71.485050), Route carried "on" structure: Ramp State highway 99, Year Built: 1991, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 12,550 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 15,060 (year 2036), Design Load: HS 20+Mod, Features Intersected: RI 146 EDDIE DOWLING HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.112, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 34.3 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: 26.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,379,000, Roadway Improvement Cost: $238,000, Total Project Cost: $3,568,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 987, Location: .65 Mi N of JCT I-295 (Lat: 41.950864, Lng: -71.485050), Route carried "on" structure: Ramp State highway 99, Year Built: 1991, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 12,550 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 15,060 (year 2036), Design Load: HS 20+Mod, Features Intersected: RI 146 EDDIE DOWLING HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.112, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 34.3 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: 26.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,379,000, Roadway Improvement Cost: $238,000, Total Project Cost: $3,568,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 988, Location: 0.1 Mi S of JCT RI 123 (Lat: 41.902431, Lng: -71.422544), Route carried "on" structure: City street , Year Built: 1927, Year Reconstructed: 2003, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 200 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 240 (year 2036), Design Load: HS 20, Features Intersected: Barney Pond, Facility Carried by Structure: Table Rock Rd
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.700, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.7 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: 42.8 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,027,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,541,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 988, Location: 0.1 Mi S of JCT RI 123 (Lat: 41.902431, Lng: -71.422544), Route carried "on" structure: City street , Year Built: 1927, Year Reconstructed: 2003, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 200 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 240 (year 2036), Design Load: HS 20, Features Intersected: Barney Pond, Facility Carried by Structure: Table Rock Rd
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.700, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.7 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: 42.8 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,027,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,541,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 415, Location: 0.1 Mi E of JCT RI 246 (Lat: 41.925875, Lng: -71.458781), Route carried "under" structure: Alternate State highway 146, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 4,168 (year 2021), Truck Traffic: 5%, Features Intersected: RI 146 EDDIE DOWLING HWY, Facility Carried by Structure: WILBUR RD
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.5m (80.4ft)
Structure Number: 415, Location: 0.1 Mi E of JCT RI 246 (Lat: 41.925875, Lng: -71.458781), Route carried "under" structure: Alternate State highway 146, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 4,168 (year 2021), Truck Traffic: 5%, Features Intersected: RI 146 EDDIE DOWLING HWY, Facility Carried by Structure: WILBUR RD
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.5m (80.4ft)
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Structure Number: 416, Location: 0.5 Mi E Jct RI 246 (Lat: 41.902517, Lng: -71.447258), Route carried "under" structure: Alternate State highway 123, Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 13,500 (year 2021), Truck Traffic: 4%, Features Intersected: RI 146 EDDIE DOWLING HWY
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.0m (45.9ft)
Structure Number: 416, Location: 0.5 Mi E Jct RI 246 (Lat: 41.902517, Lng: -71.447258), Route carried "under" structure: Alternate State highway 123, Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 13,500 (year 2021), Truck Traffic: 4%, Features Intersected: RI 146 EDDIE DOWLING HWY
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.0m (45.9ft)
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Structure Number: 417, Location: 2.0 Mi N of JCT RI 15 (Lat: 41.894928, Lng: -71.443439), Route carried "under" structure: Alternate State highway 146, Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 9,900 (year 2021), Truck Traffic: 4%, Features Intersected: RI 146 EDDIE DOWLING HWY, Facility Carried by Structure: TWIN RIVER RD
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft)
Structure Number: 417, Location: 2.0 Mi N of JCT RI 15 (Lat: 41.894928, Lng: -71.443439), Route carried "under" structure: Alternate State highway 146, Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 9,900 (year 2021), Truck Traffic: 4%, Features Intersected: RI 146 EDDIE DOWLING HWY, Facility Carried by Structure: TWIN RIVER RD
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft)
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Structure Number: 748, Location: 1.0 Mi N of JCT RI 116 (Lat: 41.942792, Lng: -71.475747), Route carried "under" structure: State highway 146, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2008), Truck Traffic: 10%, Features Intersected: RI 146 EDDIE DOWLING HWY, Facility Carried by Structure: I-295 NB
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.2m (125.3ft)
Structure Number: 748, Location: 1.0 Mi N of JCT RI 116 (Lat: 41.942792, Lng: -71.475747), Route carried "under" structure: State highway 146, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2008), Truck Traffic: 10%, Features Intersected: RI 146 EDDIE DOWLING HWY, Facility Carried by Structure: I-295 NB
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.2m (125.3ft)
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Structure Number: 7482, Location: 1. Mi N of JCT RI 116 (Lat: 41.943681, Lng: -71.476875), Route carried "under" structure: State highway 146, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2008), Truck Traffic: 10%, Features Intersected: RI 146 EDDIE DOWLING HWY, Facility Carried by Structure: I-295 SB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: 7482, Location: 1. Mi N of JCT RI 116 (Lat: 41.943681, Lng: -71.476875), Route carried "under" structure: State highway 146, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2008), Truck Traffic: 10%, Features Intersected: RI 146 EDDIE DOWLING HWY, Facility Carried by Structure: I-295 SB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
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Structure Number: 749, Location: 0.5 Mi N of JCT RI 116 (Lat: 41.940711, Lng: -71.456878), Route carried "under" structure: Interstate 295, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 8,589 (year 2021), Truck Traffic: 4%, Features Intersected: I-295 NB & SB, Facility Carried by Structure: RI 126 OLD RIVERRD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.3m (119.1ft)
Structure Number: 749, Location: 0.5 Mi N of JCT RI 116 (Lat: 41.940711, Lng: -71.456878), Route carried "under" structure: Interstate 295, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 8,589 (year 2021), Truck Traffic: 4%, Features Intersected: I-295 NB & SB, Facility Carried by Structure: RI 126 OLD RIVERRD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.3m (119.1ft)
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Structure Number: 987, Location: .65 Mi N of JCT I-295 (Lat: 41.950864, Lng: -71.485050), Route carried "under" structure: State highway 146, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2008), Truck Traffic: 10%, Features Intersected: RI 146 EDDIE DOWLING HWY, Facility Carried by Structure: RI 99 Ramp
Minimum Vertical Clearance: 5.52m (18.11ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 987, Location: .65 Mi N of JCT I-295 (Lat: 41.950864, Lng: -71.485050), Route carried "under" structure: State highway 146, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2008), Truck Traffic: 10%, Features Intersected: RI 146 EDDIE DOWLING HWY, Facility Carried by Structure: RI 99 Ramp
Minimum Vertical Clearance: 5.52m (18.11ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)