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Bridge Statistics for Providence, Rhode Island (RI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Providence, RI, Rhode Island, Rhode Island forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 261
Total length: 3,216 meters (10,551ft) Total costs: $733,079,000 Total average daily traffic: 8,457,883 Total average daily truck traffic: 818,437 National Bridge Inventory (NBI) Registered Bridges for Providence
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 78, Location: 2.5 Mi S of JCT US 44 (Lat: 41.831667, Lng: -71.470833), Route carried "on" structure: Alternate City street , Year Built: 1913, Year Reconstructed: 2001, Status: Posted for load, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 18,600 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 23,600 (year 2028), Design Load: HS 25, Features Intersected: WOONASQUATUCKET RIVER, Facility Carried by Structure: MANTON AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 13.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 82.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009, Bridge Improvement Cost: $659,000, Roadway Improvement Cost: $66,000, Total Project Cost: $989,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 131, Location: 0.8 Mi E JCT US 1 & RI 2 (Lat: 41.787833, Lng: -71.419833), Route carried "on" structure: Alternate US 1, Year Built: 1961, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 17,400 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 24,360 (year 2028), Design Load: HS 20, Features Intersected: HAR JUNC BR LINE P&W RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 15 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 24.6m (80.7ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2009, Other Special Inspection Date: July 2009, Bridge Improvement Cost: $1,133,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,700,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 142, Location: 0.2 Mi E of No Main St (Lat: 41.843833, Lng: -71.405000), Route carried "on" structure: Other road , Year Built: 1935, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1 (year 2008), Average Future Daily Traffic: 2 (year 2028), Design Load: HS 20, Features Intersected: Cypress St, Facility Carried by Structure: Ped O-P Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 2.4m (7.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 2.4m (7.9ft), Out-to-Out Width: 3.1m (10.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 0.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 0.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $11,000, Total Project Cost: $159,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 327, Location: 0.1 Mi S of JCT US 1 (Lat: 41.796167, Lng: -71.425833), Route carried "on" structure: State highway 2, Year Built: 1936, Status: Temporarily open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 10,876 (year 1996), Truck Traffic: 10%, Average Future Daily Traffic: 13,752 (year 2028), Design Load: HS 20, Features Intersected: AMTRAK & P&W RRs Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 87.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.97m (16.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2009, Bridge Improvement Cost: $4,716,000, Roadway Improvement Cost: $472,000, Total Project Cost: $7,074,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 348, Location: 0.1 Mi N of JCT US 6 (Lat: 41.860500, Lng: -71.466667), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 16,500 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 19,800 (year 2028), Design Load: HS 20, Features Intersected: WOONASQUATUCKET RIVER, Facility Carried by Structure: GLENBRIDGE AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 50.6m (166.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Bridge Improvement Cost: $869,000, Roadway Improvement Cost: $87,000, Total Project Cost: $1,304,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 402, Location: 0.1 Mi W of Valley St (Lat: 41.819167, Lng: -71.442167), Route carried "on" structure: City street , Year Built: 1888, Year Reconstructed: 1987, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 5,470 (year 1996), Truck Traffic: 10%, Average Future Daily Traffic: 6,754 (year 2028), Design Load: HS 20, Features Intersected: WOONASQUATUCKET RIVER, Facility Carried by Structure: DELAINE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $34,000, Total Project Cost: $510,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 428, Location: 2.0 Mi N of JCT I-95 (Lat: 41.853667, Lng: -71.425833), Route carried "on" structure: State highway 146, Year Built: 1957, Year Reconstructed: 1989, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 72,800 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 84,000 (year 2028), Design Load: HS 20, Features Intersected: BRANCH AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 29.6m (97.1ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 29.6m (97.1ft), Out-to-Out Width: 32.3m (106.0ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Poor, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2009, Bridge Improvement Cost: $13,461,000, Roadway Improvement Cost: $1,346,000, Total Project Cost: $20,192,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 429, Location: 2.5 Mi N of JCT I-95 (Lat: 41.849667, Lng: -71.424833), Route carried "on" structure: City street , Year Built: 1957, Year Reconstructed: 1990, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 8,773 (year 1996), Truck Traffic: 10%, Average Future Daily Traffic: 10,833 (year 2028), Design Load: HS 20, Features Intersected: RI 146 LOUISQUISSET PIKE, Facility Carried by Structure: HAWKINS ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009, Bridge Improvement Cost: $121,000, Roadway Improvement Cost: $12,000, Total Project Cost: $182,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 43, Location: 1.0 Mi N of JCT I-95 (Lat: 41.841000, Lng: -71.418000), Route carried "on" structure: City street , Year Built: 1975, Year Reconstructed: 1991, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 19,238 (year 1996), Truck Traffic: 10%, Average Future Daily Traffic: 24,086 (year 2028), Design Load: HS 20, Features Intersected: RI 146 LOUISQUISSET PIKE, Facility Carried by Structure: ADMIRAL ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Bridge Improvement Cost: $1,351,000, Roadway Improvement Cost: $135,000, Total Project Cost: $2,027,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 439, Location: 0.1 Mi S of Branch Av (Lat: 41.852000, Lng: -71.427000), Route carried "on" structure: State highway 146, Year Built: 1957, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 53,800 (year 1995), Truck Traffic: 10%, Average Future Daily Traffic: 65,560 (year 2028), Design Load: HS 20, Features Intersected: WEST RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 27.7m (90.9ft), Out-to-Out Width: 32.0m (105.0ft) Condition: Channel: Poor, Culverts: Good, Operating Rating: 38.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Bridge Improvement Cost: $506,000, Roadway Improvement Cost: $51,000, Total Project Cost: $759,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 452, Location: 0.3 Mi S of JCT US6&RI10 (Lat: 41.809500, Lng: -71.440667), Route carried "on" structure: City street , Year Built: 1958, Status: Posted for load, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 9,000 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 26,934 (year 2028), Design Load: HS 20, Features Intersected: RI 10 HUNTINGTON EXPRESS, Facility Carried by Structure: UNION AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.6m (67.6ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 5.97m (19.59ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2008, Other Special Inspection Date: March 2008, Bridge Improvement Cost: $5,016,000, Roadway Improvement Cost: $502,000, Total Project Cost: $7,524,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 454, Location: 0.1 Mi W of JCT Niantc Av (Lat: 41.789167, Lng: -71.435833), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 3,700 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 4,440 (year 2028), Design Load: HS 20, Features Intersected: RI 10 HUNTINGTON EXPRESS, Facility Carried by Structure: FRANKFORT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 5.91m (19.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $253,000, Roadway Improvement Cost: $25,000, Total Project Cost: $380,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 501, Location: 0.4 Mi E of JCT RI 10 (Lat: 41.815333, Lng: -71.446500), Route carried "on" structure: US 6, Year Built: 1953, Year Reconstructed: 1968, Status: Temporarily open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 28,300 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 30,000 (year 2028), Design Load: HS 20, Features Intersected: PLAINFIELD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 37.5m (123.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 37.5m (123.0ft), Out-to-Out Width: 49.4m (162.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $759,000, Roadway Improvement Cost: $76,000, Total Project Cost: $1,139,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 503, Location: 0.1 Mi W of JCT RI 10 (Lat: 41.814667, Lng: -71.444500), Route carried "on" structure: US 6, Year Built: 1950, Status: Temporarily open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 28,300 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 30,000 (year 2028), Design Load: HS 20, Features Intersected: US 6 LANES C & D Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 minimum criteria, Length Of Structure Improvement: 9.57m (31.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $5,721,000, Roadway Improvement Cost: $572,000, Total Project Cost: $8,582,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 504, Location: 0.1 Mi W of JCT RI 10 (Lat: 41.814333, Lng: -71.441167), Route carried "on" structure: US 6, Year Built: 1951, Year Reconstructed: 1978, Status: Temporarily open, Structure Length: 40.81m (133.89ft), Average Daily Traffic: 48,800 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 50,000 (year 2028), Design Load: HS 20, Features Intersected: WESTMINSTER,TROY,AMTRAK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 39 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 38, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 30.8m (101.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 40.81m (133.89ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2009, Other Special Inspection Date: November 2009, Bridge Improvement Cost: $63,178,000, Roadway Improvement Cost: $6,318,000, Total Project Cost: $94,767,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 505, Location: 2.2 Mi W of JCT I-95 (Lat: 41.815667, Lng: -71.438500), Route carried "on" structure: Alternate City street , Year Built: 1951, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 11,400 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 13,680 (year 2028), Design Load: HS 20, Features Intersected: OLNEYVILLE EXP LANE H, Facility Carried by Structure: WESTMINSTER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 19.3m (63.3ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $23,000, Total Project Cost: $341,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 506, Location: 2.0 Mi W of JCT I-95 (Lat: 41.816000, Lng: -71.439000), Route carried "on" structure: Alternate City street , Year Built: 1951, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 11,400 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 13,680 (year 2028), Design Load: HS 20, Features Intersected: OLNEYVILLE EXPWY, Facility Carried by Structure: WESTMINSTER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $424,000, Roadway Improvement Cost: $42,000, Total Project Cost: $636,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 507, Location: 0.3 Mi N of JCT RI 195 (Lat: 41.817500, Lng: -71.439000), Route carried "on" structure: US 6, Year Built: 1951, Year Reconstructed: 1978, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 28,300 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 33,960 (year 2028), Design Load: HS 20, Features Intersected: BROADWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $530,000, Roadway Improvement Cost: $53,000, Total Project Cost: $795,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 508, Location: 1.5 Mi W of JCT I-95 (Lat: 41.823833, Lng: -71.415833), Route carried "on" structure: City street , Year Built: 1951, Year Reconstructed: 1978, Status: Open, Structure Length: 3.40m (11.15ft), Average Daily Traffic: 12,900 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 14,100 (year 2028), Design Load: HS 20, Features Intersected: OLNEYVILLE EXPWY LANE B, Facility Carried by Structure: BROADWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.4m (106.3ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Total Project Cost: $2,553,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 509, Location: 0.4 Mi N of JCT RI 195 (Lat: 41.821000, Lng: -71.437167), Route carried "on" structure: Ramp US 6, Year Built: 1978, Status: Open, Structure Length: 13.17m (43.21ft), Average Daily Traffic: 8,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 9,000 (year 2028), Design Load: HS 20, Features Intersected: US 6, AMTRAK & P&W RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 12.98m (42.59ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2009, Other Special Inspection Date: August 2009, Bridge Improvement Cost: $2,458,000, Roadway Improvement Cost: $246,000, Total Project Cost: $3,687,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 51, Location: 0.5 Mi N of WSTMNSTR ST (Lat: 41.820333, Lng: -71.438500), Route carried "on" structure: Ramp US 6, Year Built: 1951, Year Reconstructed: 1978, Status: Temporarily open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 7,000 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 8,000 (year 2028), Design Load: HS 20, Features Intersected: HARRIS AV; AMTRAK; P&W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.0m (128.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2009, Bridge Improvement Cost: $3,915,000, Roadway Improvement Cost: $392,000, Total Project Cost: $5,873,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 511, Location: 0.1 Mi S of Atwells Av (Lat: 41.821500, Lng: -71.441167), Route carried "on" structure: City street , Year Built: 1909, Year Reconstructed: 1949, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 15,200 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 16,704 (year 2028), Design Load: HS 20, Features Intersected: WOONASQUATUCKET RIVER, Facility Carried by Structure: VALLEY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009, Bridge Improvement Cost: $702,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,053,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 513, Location: 1.0 Mi W of JCT RI 10 (Lat: 41.817667, Lng: -71.443667), Route carried "on" structure: City street , Year Built: 1951, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 16,800 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 28,100 (year 2028), Design Load: HS 20, Features Intersected: WOONASQUATUCKET RIVER, Facility Carried by Structure: MANTON AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009, Bridge Improvement Cost: $1,021,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,531,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 523, Location: 0.1 Mi W of JCT US 44 (Lat: 41.819500, Lng: -71.401167), Route carried "on" structure: Ramp Interstate 195, Year Built: 1958, Status: Temporarily open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 9,800 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 11,760 (year 2028), Design Load: HS 20, Features Intersected: BRIDGE ST & SR-2 & DR-2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 6.04m (19.82ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2008, Other Special Inspection Date: November 2009, Bridge Improvement Cost: $2,328,000, Roadway Improvement Cost: $233,000, Total Project Cost: $3,492,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 524, Location: 0.1 Mi N of Bridge St (Lat: 41.819667, Lng: -71.403000), Route carried "on" structure: Ramp Interstate 195, Year Built: 1958, Year Reconstructed: 1989, Status: Closed, Structure Length: 18.59m (60.99ft), Average Daily Traffic: 5,500 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 7,500 (year 2028), Design Load: HS 20, Features Intersected: SR-5 & 7 & RAMP CR-2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 18.59m (60.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2008, Bridge Improvement Cost: $5,752,000, Roadway Improvement Cost: $575,000, Total Project Cost: $8,628,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 525, Location: 0.1 Mi E of JCT I-95 (Lat: 41.820500, Lng: -71.404500), Route carried "on" structure: Interstate 195, Year Built: 1958, Year Reconstructed: 1990, Status: Closed, Structure Length: 36.88m (121.00ft), Average Daily Traffic: 176,500 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 191,107 (year 2028), Design Load: HS 20, Features Intersected: PROVIDENCE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 34.4m (112.9ft), Skew: 39 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 18, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 36.7m (120.4ft) Condition: Deck: Serious, Superstructure: Fair, Substructure: Poor, Channel: Good, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 36.88m (121.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2008, Underwater Inspection Date: June 2009, Other Special Inspection Date: November 2008, Bridge Improvement Cost: $97,854,000, Roadway Improvement Cost: $9,785,000, Total Project Cost: $146,781,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 526, Location: 0.1 Mi E of JCT US 6 (Lat: 41.821000, Lng: -71.408333), Route carried "on" structure: Ramp Interstate 195, Year Built: 1957, Status: Closed, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 3,010 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 3,500 (year 2028), Design Load: HS 20, Features Intersected: I-195 RAMP SR-8 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2009, Other Special Inspection Date: June 2009, Bridge Improvement Cost: $1,238,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,857,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 528, Location: 0.1 Mi E of JCT I-95 (Lat: 41.821167, Lng: -71.408333), Route carried "on" structure: Interstate 195, Year Built: 1957, Year Reconstructed: 1989, Status: Closed, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 176,500 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 190,000 (year 2028), Design Load: HS 20, Features Intersected: DYER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2009, Bridge Improvement Cost: $314,000, Roadway Improvement Cost: $31,000, Total Project Cost: $471,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 529, Location: 0.1 Mi E of JCT I-95 (Lat: 41.820833, Lng: -71.410667), Route carried "on" structure: Interstate 195, Year Built: 1958, Status: Closed, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 161,600 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 193,920 (year 2028), Design Load: HS 20, Features Intersected: RICHMOND ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 32.6m (107.0ft), Out-to-Out Width: 34.5m (113.2ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Serious, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2009, Other Special Inspection Date: April 2009, Bridge Improvement Cost: $3,597,000, Roadway Improvement Cost: $360,000, Total Project Cost: $5,395,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 53, Location: 0.1 Mi E of JCT I-95 (Lat: 41.820167, Lng: -71.412167), Route carried "on" structure: Interstate 195, Year Built: 1957, Status: Closed, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 161,700 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 193,162 (year 2028), Design Load: HS 20, Features Intersected: CHESTNUT ST & SR-12 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 39 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 32.6m (107.0ft), Out-to-Out Width: 34.7m (113.8ft) Condition: Deck: Poor, Superstructure: Serious, Substructure: Serious, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2009, Other Special Inspection Date: May 2009, Bridge Improvement Cost: $12,869,000, Roadway Improvement Cost: $1,287,000, Total Project Cost: $19,304,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 537, Location: 1.0 Mi S of JCT I-195 (Lat: 41.813500, Lng: -71.407000), Route carried "on" structure: Interstate 95, Year Built: 1961, Year Reconstructed: 1982, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 198,200 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 222,433 (year 2028), Design Load: HS 20+Mod, Features Intersected: EDDY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 45.3m (148.6ft), Skew: 15 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 44.4m (145.7ft), Out-to-Out Width: 45.8m (150.3ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009, Bridge Improvement Cost: $3,325,000, Roadway Improvement Cost: $333,000, Total Project Cost: $4,988,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 539, Location: AT JCT BLACKSTONE-ALLENS (Lat: 41.810333, Lng: -71.405500), Route carried "on" structure: Interstate 95, Year Built: 1961, Year Reconstructed: 1982, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 195,100 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 226,304 (year 2028), Design Load: HS 20+Mod, Features Intersected: BLACKSTONE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 37.2m (122.0ft), Out-to-Out Width: 44.2m (145.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2009, Bridge Improvement Cost: $3,421,000, Roadway Improvement Cost: $342,000, Total Project Cost: $5,132,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 571, Location: 1.0 Mi N of JCT Elmwd Av (Lat: 41.817833, Lng: -71.416500), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 9,612 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 12,154 (year 2028), Design Load: HS 20, Features Intersected: I-95, A,B,C,D, Facility Carried by Structure: BROAD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 20.9m (68.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009, Bridge Improvement Cost: $2,223,000, Roadway Improvement Cost: $222,000, Total Project Cost: $3,335,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 572, Location: 0.1 Mi N of JCT I-195 (Lat: 41.819167, Lng: -71.418667), Route carried "on" structure: Business City street , Year Built: 1963, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 7,200 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 8,640 (year 2028), Design Load: HS 20, Features Intersected: I-95, Facility Carried by Structure: WESTMINSTER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 19.9m (65.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.27m (17.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009, Bridge Improvement Cost: $1,941,000, Roadway Improvement Cost: $194,000, Total Project Cost: $2,912,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 573, Location: 0.3 Mi N of JCT I-195 (Lat: 41.821000, Lng: -71.418500), Route carried "on" structure: Alternate City street , Year Built: 1963, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 3,941 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 4,866 (year 2028), Design Load: HS 20, Features Intersected: I-95, BR-3, Facility Carried by Structure: WASHINGTON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 9, 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: 3, Length of Maximum Span: 25.3m (83.0ft), 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: 16.8m (55.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.34m (20.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009, Bridge Improvement Cost: $2,216,000, Roadway Improvement Cost: $222,000, Total Project Cost: $3,324,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 574, Location: 0.1 Mi S of ATWELLS AV (Lat: 41.822167, Lng: -71.420500), Route carried "on" structure: Business City street , Year Built: 1963, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 14,967 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 18,739 (year 2028), Design Load: HS 20, Features Intersected: I-95, Facility Carried by Structure: BROADWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 20.8m (68.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.64m (18.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009, Bridge Improvement Cost: $2,441,000, Roadway Improvement Cost: $244,000, Total Project Cost: $3,662,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 575, Location: 1.0 Mi N of JCT BROADWAY (Lat: 41.822833, Lng: -71.420333), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 16,600 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 19,920 (year 2028), Design Load: HS 20, Features Intersected: I-95 RAMPS BC&CA, Facility Carried by Structure: ATWELLS AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 19.3m (63.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.64m (21.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009, Bridge Improvement Cost: $482,000, Roadway Improvement Cost: $48,000, Total Project Cost: $723,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 576, Location: 0.8 Mi S of JCT RI 146 (Lat: 41.824167, Lng: -71.419333), Route carried "on" structure: Ramp Interstate 95, Year Built: 1965, Year Reconstructed: 1992, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 13,200 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 17,734 (year 2028), Design Load: HS 20+Mod, Features Intersected: I-95 RAMP BC, Facility Carried by Structure: RAMP BR-4 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.68m (25.20ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: December 2008, Critical Feature Inspection Date: November 2009, Bridge Improvement Cost: $368,000, Roadway Improvement Cost: $37,000, Total Project Cost: $552,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 577, Location: 0.5 Mi N of JCT I 195 (Lat: 41.825667, Lng: -71.420167), Route carried "on" structure: Ramp Interstate 95, Year Built: 1965, Year Reconstructed: 1992, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 11,400 (year 1994), Truck Traffic: 10%, Average Future Daily Traffic: 6,901 (year 2028), Design Load: HS 20+Mod, Features Intersected: I-95 RAMP CA, Facility Carried by Structure: RAMP AR-5 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Poor, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 21.8 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.33m (33.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: December 2008, Critical Feature Inspection Date: November 2009, Bridge Improvement Cost: $1,742,000, Roadway Improvement Cost: $174,000, Total Project Cost: $2,613,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 578, Location: 0.25 Mi N ATWELLS AV (Lat: 41.827333, Lng: -71.418833), Route carried "on" structure: Interstate 95, Year Built: 1964, Year Reconstructed: 1992, Status: Open, Structure Length: 39.47m (129.49ft), Average Daily Traffic: 236,230 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 283,152 (year 2028), Design Load: HS 20, Features Intersected: US 6,WOON RVR,AMTRAK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 13, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.6m (107.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 64.0m (210.0ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 30.8m (101.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 39.47m (129.49ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2009, Underwater Inspection Date: October 2009, Bridge Improvement Cost: $25,299,000, Roadway Improvement Cost: $2,530,000, Total Project Cost: $37,948,000 ( Estimate for 2007), 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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