Bridge Statistics for Foster, Rhode Island (RI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 49ft / 14.7mTotal length
- $5,184,000Total costs
- 43,145Total average daily traffic
- 3,154Total average daily truck traffic
- 47,480Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Foster
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31930-1939
- 71950-1959
- 11960-1969
- 11990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 41980-1989
- 11990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 58.3%Good
- 25.0%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 7.1%Very good
- 14.3%Good
- 35.7%Satisfactory
- 14.3%Fair
- 14.3%Poor
- 14.3%Critical
- Bridge Condition - Substructure
- 7.1%Very good
- 14.3%Good
- 35.7%Satisfactory
- 35.7%Fair
- 7.1%Poor
- Bridge Condition - Channel
- 50.0%Good
- 42.9%Satisfactory
- 7.1%Poor
Find on map >> Show street view
Structure Number: 213, Location: 0.5 Mi S of JCT US 6 (Lat: 41.804189, Lng: -71.727797), Route carried "on" structure: Alternate State highway 94, Year Built: 1926, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 11,806 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 12,987 (year 2041), Design Load: H 20, Features Intersected: HEMLOCK BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.084, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.0 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $443,000, Roadway Improvement Cost: $44,000, Total Project Cost: $665,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 213, Location: 0.5 Mi S of JCT US 6 (Lat: 41.804189, Lng: -71.727797), Route carried "on" structure: Alternate State highway 94, Year Built: 1926, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 11,806 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 12,987 (year 2041), Design Load: H 20, Features Intersected: HEMLOCK BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.084, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.0 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $443,000, Roadway Improvement Cost: $44,000, Total Project Cost: $665,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 267, Location: 1.5 Mi W of JCT RI 14 (Lat: 41.736169, Lng: -71.750925), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,640 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 1,804 (year 2041), Design Load: H 20, Features Intersected: MOOSUP RIVER, Facility Carried by Structure: MOOSUP VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.900, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.3 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $949,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,271,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 267, Location: 1.5 Mi W of JCT RI 14 (Lat: 41.736169, Lng: -71.750925), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,640 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 1,804 (year 2041), Design Load: H 20, Features Intersected: MOOSUP RIVER, Facility Carried by Structure: MOOSUP VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.900, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.3 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $949,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,271,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 295, Location: 1.5 Mi E of JCT RI 94 (Lat: 41.822025, Lng: -71.700378), Route carried "on" structure: US 6, Year Built: 1932, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 10,926 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 12,019 (year 2041), Design Load: H 20, Features Intersected: DOLLY COLE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.380, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.8 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: 51.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $143,000, Roadway Improvement Cost: $14,000, Total Project Cost: $215,000
Structure Number: 295, Location: 1.5 Mi E of JCT RI 94 (Lat: 41.822025, Lng: -71.700378), Route carried "on" structure: US 6, Year Built: 1932, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 10,926 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 12,019 (year 2041), Design Load: H 20, Features Intersected: DOLLY COLE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.380, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.8 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: 51.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $143,000, Roadway Improvement Cost: $14,000, Total Project Cost: $215,000
Find on map >> Show street view
Structure Number: 296, Location: 1.4 Mi W of JCT RI 102 (Lat: 41.821211, Lng: -71.705514), Route carried "on" structure: US 6, Year Built: 1933, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 10,926 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 12,019 (year 2041), Design Load: H 20, Features Intersected: PONAGANSETT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.937, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.9 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: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $406,000, Roadway Improvement Cost: $41,000, Total Project Cost: $609,000
Structure Number: 296, Location: 1.4 Mi W of JCT RI 102 (Lat: 41.821211, Lng: -71.705514), Route carried "on" structure: US 6, Year Built: 1933, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 10,926 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 12,019 (year 2041), Design Load: H 20, Features Intersected: PONAGANSETT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.937, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.9 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: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $406,000, Roadway Improvement Cost: $41,000, Total Project Cost: $609,000
Find on map >> Show street view
Structure Number: 323, Location: 0.5 Mi E of JCT RI 94 (Lat: 41.855358, Lng: -71.745414), Route carried "on" structure: State highway 101, Year Built: 1934, Year Reconstructed: 1952, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,153 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 6,768 (year 2041), Design Load: H 20, Features Intersected: PONAGANSETT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.136, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $212,000, Roadway Improvement Cost: $21,000, Total Project Cost: $318,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 323, Location: 0.5 Mi E of JCT RI 94 (Lat: 41.855358, Lng: -71.745414), Route carried "on" structure: State highway 101, Year Built: 1934, Year Reconstructed: 1952, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,153 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 6,768 (year 2041), Design Load: H 20, Features Intersected: PONAGANSETT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.136, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $212,000, Roadway Improvement Cost: $21,000, Total Project Cost: $318,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 432, Location: 1.8 Mi E of JCT RI 94 (Lat: 41.806569, Lng: -71.694947), Route carried "on" structure: State highway , Year Built: 1992, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 438 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 482 (year 2041), Design Load: HS 20, Features Intersected: BARDEN RESERVOIR, Facility Carried by Structure: CENTRAL PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.853, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 59.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: December 2020, Underwater Inspection Date: December 2020, Bridge Improvement Cost: $395,000, Roadway Improvement Cost: $40,000, Total Project Cost: $593,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 432, Location: 1.8 Mi E of JCT RI 94 (Lat: 41.806569, Lng: -71.694947), Route carried "on" structure: State highway , Year Built: 1992, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 438 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 482 (year 2041), Design Load: HS 20, Features Intersected: BARDEN RESERVOIR, Facility Carried by Structure: CENTRAL PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.853, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 59.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: December 2020, Underwater Inspection Date: December 2020, Bridge Improvement Cost: $395,000, Roadway Improvement Cost: $40,000, Total Project Cost: $593,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 433, Location: 0.3 Mi E of JCT RI 94 (Lat: 41.800883, Lng: -71.722392), Route carried "on" structure: City street , Year Built: 1954, Year Reconstructed: 1993, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 316 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 348 (year 2041), Design Load: HS 25 or greater, Features Intersected: HEMLOCK BROOK, Facility Carried by Structure: CENTRAL PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.438, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 43.1 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $278,000, Roadway Improvement Cost: $28,000, Total Project Cost: $418,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 433, Location: 0.3 Mi E of JCT RI 94 (Lat: 41.800883, Lng: -71.722392), Route carried "on" structure: City street , Year Built: 1954, Year Reconstructed: 1993, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 316 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 348 (year 2041), Design Load: HS 25 or greater, Features Intersected: HEMLOCK BROOK, Facility Carried by Structure: CENTRAL PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.438, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 43.1 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $278,000, Roadway Improvement Cost: $28,000, Total Project Cost: $418,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 858, Location: 0.3 Mi S of JCT US 6 (Lat: 41.818939, Lng: -71.704967), Route carried "on" structure: City street , Year Built: 1955, Year Reconstructed: 1993, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 34 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 37 (year 2041), Design Load: HS 15, Features Intersected: PONAGANSETT BROOK, Facility Carried by Structure: RAMS TAIL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.778, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $5,000, Total Project Cost: $65,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 858, Location: 0.3 Mi S of JCT US 6 (Lat: 41.818939, Lng: -71.704967), Route carried "on" structure: City street , Year Built: 1955, Year Reconstructed: 1993, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 34 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 37 (year 2041), Design Load: HS 15, Features Intersected: PONAGANSETT BROOK, Facility Carried by Structure: RAMS TAIL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.778, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $5,000, Total Project Cost: $65,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 859, Location: 0.1 Mi W of JCT RI 94 (Lat: 41.799519, Lng: -71.729547), Route carried "on" structure: City street , Year Built: 1953, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 180 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 198 (year 2041), Features Intersected: HEMLOCK BROOK, Facility Carried by Structure: CENTRAL PIKE
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 2.136, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), 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: 3.8m (12.5ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Fair, Superstructure: Critical, Substructure: Fair, Channel: Satisfactory, Operating Rating: 13.0 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: 10.0 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 replacement, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $4,000, Total Project Cost: $56,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 859, Location: 0.1 Mi W of JCT RI 94 (Lat: 41.799519, Lng: -71.729547), Route carried "on" structure: City street , Year Built: 1953, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 180 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 198 (year 2041), Features Intersected: HEMLOCK BROOK, Facility Carried by Structure: CENTRAL PIKE
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 2.136, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), 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: 3.8m (12.5ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Fair, Superstructure: Critical, Substructure: Fair, Channel: Satisfactory, Operating Rating: 13.0 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: 10.0 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 replacement, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $4,000, Total Project Cost: $56,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 86, Location: 0.1 Mi E of Conn Line (Lat: 41.739706, Lng: -71.789058), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 83 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 91 (year 2041), Design Load: HS 20, Features Intersected: QUANDUCK BROOK, Facility Carried by Structure: PLAIN WOODS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.023, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $4,000, Total Project Cost: $63,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 86, Location: 0.1 Mi E of Conn Line (Lat: 41.739706, Lng: -71.789058), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 83 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 91 (year 2041), Design Load: HS 20, Features Intersected: QUANDUCK BROOK, Facility Carried by Structure: PLAIN WOODS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.023, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $4,000, Total Project Cost: $63,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 861, Location: 2.0 Mi E of RI 94 (Lat: 41.791283, Lng: -71.682414), Route carried "on" structure: City street , Year Built: 1960, Year Reconstructed: 1999, Status: Closed, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 200 (year 2008), Average Future Daily Traffic: 240 (year 2036), Design Load: HS 20, Features Intersected: BARDEN RESERVOIR, Facility Carried by Structure: HEMLOCK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.245, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Critical, Substructure: Fair, Channel: Satisfactory, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Underwater Inspection Date: December 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $403,000, Roadway Improvement Cost: $40,000, Total Project Cost: $605,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 861, Location: 2.0 Mi E of RI 94 (Lat: 41.791283, Lng: -71.682414), Route carried "on" structure: City street , Year Built: 1960, Year Reconstructed: 1999, Status: Closed, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 200 (year 2008), Average Future Daily Traffic: 240 (year 2036), Design Load: HS 20, Features Intersected: BARDEN RESERVOIR, Facility Carried by Structure: HEMLOCK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.245, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Critical, Substructure: Fair, Channel: Satisfactory, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Underwater Inspection Date: December 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $403,000, Roadway Improvement Cost: $40,000, Total Project Cost: $605,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 877, Location: 2.0 Mi S of JCT RI 101 (Lat: 41.836119, Lng: -71.722631), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 2015, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 122 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 134 (year 2041), Design Load: HS 25 or greater, Features Intersected: Winsor Brook, Facility Carried by Structure: Winsor Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.579, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $1,000, Total Project Cost: $20,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 877, Location: 2.0 Mi S of JCT RI 101 (Lat: 41.836119, Lng: -71.722631), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 2015, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 122 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 134 (year 2041), Design Load: HS 25 or greater, Features Intersected: Winsor Brook, Facility Carried by Structure: Winsor Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.579, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $1,000, Total Project Cost: $20,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Find on map >> Show street view
Structure Number: 878, Location: 0.3 Mi W of JCT RI 94 (Lat: 41.789439, Lng: -71.736831), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 1993, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 248 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 273 (year 2041), Design Load: HS 20, Features Intersected: HEMLOCK BROOK, Facility Carried by Structure: NORTH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.891, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $2,000, Total Project Cost: $28,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 878, Location: 0.3 Mi W of JCT RI 94 (Lat: 41.789439, Lng: -71.736831), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 1993, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 248 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 273 (year 2041), Design Load: HS 20, Features Intersected: HEMLOCK BROOK, Facility Carried by Structure: NORTH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.891, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $2,000, Total Project Cost: $28,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 879, Location: 0.5 Mi E of RI 94 (Lat: 41.791947, Lng: -71.709328), Route carried "on" structure: City street , Year Built: 1950, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 73 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 80 (year 2041), Design Load: HS 20, Features Intersected: HEMLOCK BROOK, Facility Carried by Structure: MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.181, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 15.2 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: 11.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 879, Location: 0.5 Mi E of RI 94 (Lat: 41.791947, Lng: -71.709328), Route carried "on" structure: City street , Year Built: 1950, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 73 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 80 (year 2041), Design Load: HS 20, Features Intersected: HEMLOCK BROOK, Facility Carried by Structure: MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.181, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 15.2 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: 11.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous