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

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Structure Number: 406, Location: 1.0 Mi E of JCT US 1A (Lat: 41.890236, Lng: -71.340144), Route carried "on" structure: City street , Year Built: 1947, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 16,000 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 22,798 (year 2030), Design Load: HS 20, Features Intersected: TEN MILE RIVER, Facility Carried by Structure: CENTRAL AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Total Project Cost: $665,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 543, Location: 1.5 Mi S of JCT Seekonk R (Lat: 41.864333, Lng: -71.403833), Route carried "on" structure: Interstate 95, Year Built: 1963, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 152,374 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 182,640 (year 2030), Design Load: HS 20+Mod, Features Intersected: MOSHASSUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Fair, Culverts: Fair, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $441,000, Roadway Improvement Cost: $44,000, Total Project Cost: $591,000 ( Estimate for 2007)

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Structure Number: 544, Location: 2.5 Mi N of JCT RI 146 (Lat: 41.871614, Lng: -71.398361), Route carried "on" structure: State highway 122, Year Built: 1964, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 14,500 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 17,527 (year 2030), Design Load: HS 20, Features Intersected: I-95 NB & SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, 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: 4.15m (13.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $2,375,000, Roadway Improvement Cost: $238,000, Total Project Cost: $3,563,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

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Structure Number: 545, Location: 2.0 Mi N of JCT RI 146 (Lat: 41.872167, Lng: -71.396194), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 600 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 1,023 (year 2030), Design Load: HS 20, Features Intersected: I-95 NB & SB, Facility Carried by Structure: SLATER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Total Project Cost: $1,626,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

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Structure Number: 546, Location: 1.0 Mi S of MASS LINE (Lat: 41.872428, Lng: -71.394586), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 4,600 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 5,893 (year 2030), Design Load: HS 20, Features Intersected: I-95 NB & SB, Facility Carried by Structure: MAIN ST
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: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 99.8 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, 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 11, Bridge Improvement Cost: $3,115,000, Roadway Improvement Cost: $312,000, Total Project Cost: $4,673,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

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Structure Number: 547, Location: 1.1 Mi S of MASS LINE (Lat: 41.873036, Lng: -71.390536), Route carried "on" structure: City street , Year Built: 1964, Status: Closed, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 2,300 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 2,978 (year 2030), Design Load: HS 20, Features Intersected: I-95 NB & SB, Facility Carried by Structure: GARDEN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft)

Condition: Superstructure: Fair, Substructure: Poor, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $1,984,000, Roadway Improvement Cost: $198,000, Total Project Cost: $2,975,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

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Structure Number: 548, Location: 0.1 Mi N of GARDEN ST (Lat: 41.873086, Lng: -71.389714), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 3,000 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 3,600 (year 2030), Design Load: HS 20, Features Intersected: I-95 NB & SB, Facility Carried by Structure: PINE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 5.76m (18.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $2,894,000, Roadway Improvement Cost: $289,000, Total Project Cost: $4,341,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

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Structure Number: 549, Location: 2.0 Mi N of RI 146 (Lat: 41.873078, Lng: -71.387564), Route carried "on" structure: City street , Year Built: 1964, Status: Temporarily open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 2,000 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 2,400 (year 2030), Design Load: HS 20, Features Intersected: I-95 NB & SB, Facility Carried by Structure: GEORGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Fair, Superstructure: Fair, 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: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.58m (18.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $2,528,000, Roadway Improvement Cost: $253,000, Total Project Cost: $3,793,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

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Structure Number: 55, Location: 1.0 Mi S of Mass Line (Lat: 41.873419, Lng: -71.384350), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 21.64m (71.00ft), Average Daily Traffic: 121,600 (year 2008), Truck Traffic: 15%, Average Future Daily Traffic: 35,345 (year 2030), Design Load: HS 20, Features Intersected: TAFT ST & PAWTUCKET RVR
Minimum Vertical Clearance: 5.32m (17.45ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.6m (107.0ft), Skew: 39 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 68.6m (225.1ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 33.1m (108.6ft)

Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 21.34m (70.01ft), Designated Inspection Frequency: Every 6 months, Critical Feature Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: June 11, Critical Feature Inspection Date: December 11, Other Special Inspection Date: December 11, Bridge Improvement Cost: $14,700,000, Roadway Improvement Cost: $1,470,000, Total Project Cost: $22,051,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551, Location: 0.1 Mi N of JCT Seekonk R (Lat: 41.873711, Lng: -71.382500), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 1986, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 76,300 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 129,600 (year 2030), Design Load: HS 20, Features Intersected: ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 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: Better than present minimum criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $3,000, Total Project Cost: $41,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 552, Location: 0.2 Mi N of JCT Seekonk R (Lat: 41.873969, Lng: -71.381747), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 1986, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 76,300 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 111,000 (year 2030), Design Load: HS 20, Features Intersected: WATER 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: 30.8m (101.0ft), Skew: 37 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 32.8m (107.6ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $1,124,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,686,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 553, Location: 0.1 Mi N of JCT Seekonk R (Lat: 41.873700, Lng: -71.381697), Route carried "on" structure: Ramp City street 95, Year Built: 1958, Year Reconstructed: 1986, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 10,120 (year 1994), Truck Traffic: 10%, Average Future Daily Traffic: 12,496 (year 2030), Design Load: HS 20, Features Intersected: WATER ST
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), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $395,000, Roadway Improvement Cost: $40,000, Total Project Cost: $593,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 554, Location: 0.1 Mi N of JCT Seekonk R (Lat: 41.874322, Lng: -71.381069), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 1986, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 124,725 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 149,499 (year 2030), Design Load: HS 20, Features Intersected: SCHOOL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 70.8 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $1,082,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,623,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 555, Location: 0.3 Mi E of BROADWAY INT (Lat: 41.876631, Lng: -71.379436), Route carried "on" structure: City street , Year Built: 1958, Year Reconstructed: 1986, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 14,000 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 16,800 (year 2030), Design Load: HS 20, Features Intersected: I-95 NB & SB, Facility Carried by Structure: WALCOTT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 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: 15.8m (51.8ft), Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.08m (13.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $1,740,000, Roadway Improvement Cost: $174,000, Total Project Cost: $2,610,000 ( 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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Structure Number: 556, Location: 0.5 Mi N of SEEKONK RIVER (Lat: 41.878056, Lng: -71.378900), Route carried "on" structure: City street , Year Built: 1964, Year Reconstructed: 2005, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 2,000 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 2,400 (year 2030), Design Load: HS 20, Features Intersected: I-95 NB & SB, Facility Carried by Structure: UNDERWOOD ST
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: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), 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: 15.1m (49.5ft)

Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 47.2 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: 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: 5.09m (16.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Bridge Improvement Cost: $1,600,000, Roadway Improvement Cost: $160,000, Total Project Cost: $2,400,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 557, Location: 0.4 Mi S of MASS. LINE (Lat: 41.879494, Lng: -71.378161), Route carried "on" structure: City street , Year Built: 1958, Year Reconstructed: 2005, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 22,332 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 28,237 (year 2030), Design Load: HS 20, Features Intersected: I-95 NB & SB, Facility Carried by Structure: EXCHANGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.8m (58.4ft), 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: 15.1m (49.5ft)

Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Bridge Improvement Cost: $1,140,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,711,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 558, Location: 1.0 Mi S of MASS LINE (Lat: 41.882350, Lng: -71.377456), Route carried "on" structure: US 1, Year Built: 1964, Year Reconstructed: 2006, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 10,100 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 12,120 (year 2030), Design Load: HS 20, Features Intersected: I-95 NB & SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.2 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 desirable criteria, Length Of Structure Improvement: 6.16m (20.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Total Project Cost: $3,518,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 559, Location: 0.1 Mi N of JCT US 1 (Lat: 41.883267, Lng: -71.378089), Route carried "on" structure: City street , Year Built: 1964, Year Reconstructed: 2006, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 8,000 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 9,600 (year 2030), Design Load: HS 20, Features Intersected: I-95 NB & SB, Facility Carried by Structure: FOUNTAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.04m (19.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Total Project Cost: $2,959,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56, Location: 1.0 Mi S of MASS LINE (Lat: 41.885233, Lng: -71.378622), Route carried "on" structure: City street , Year Built: 1964, Year Reconstructed: 2005, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 10,200 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 12,793 (year 2030), Design Load: HS 20, Features Intersected: I-95 NB & SB, Facility Carried by Structure: CENTRAL AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.48m (14.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Total Project Cost: $2,475,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 561, Location: 0.5 Mi S of Mass Line (Lat: 41.890169, Lng: -71.378869), Route carried "on" structure: Interstate 95, Year Built: 1964, Year Reconstructed: 2000, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 45,700 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 42,783 (year 2030), Design Load: HS 20, Features Intersected: EAST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Total Project Cost: $1,954,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 5612, Location: 0.5 Mi S of Mass Line (Lat: 41.890172, Lng: -71.379089), Route carried "on" structure: Interstate 95, Year Built: 1964, Year Reconstructed: 2000, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 45,700 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 40,812 (year 2030), Design Load: HS 20, Features Intersected: EAST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: November 11, Total Project Cost: $1,954,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 562, Location: 0.3 Mi S of Mass Line (Lat: 41.893022, Lng: -71.377175), Route carried "on" structure: Interstate 95, Year Built: 1964, Year Reconstructed: 1985, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 118,500 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 42,783 (year 2030), Design Load: HS 20, Features Intersected: ROOSEVELT AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 50.8 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.21m (13.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $2,360,000, Roadway Improvement Cost: $236,000, Total Project Cost: $3,540,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 5622, Location: 0.3 Mi S of Mass Line (Lat: 41.893000, Lng: -71.377481), Route carried "on" structure: Interstate 95, Year Built: 1964, Year Reconstructed: 1985, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 89,800 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 40,812 (year 2030), Design Load: HS 20, Features Intersected: ROOSEVELT AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.21m (13.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $2,360,000, Roadway Improvement Cost: $236,000, Total Project Cost: $3,540,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 563, Location: 0.1 Mi S of Mass Line (Lat: 41.894008, Lng: -71.376258), Route carried "on" structure: Interstate 95, Year Built: 1961, Year Reconstructed: 1985, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 35,693 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 42,783 (year 2030), Design Load: HS 20, Features Intersected: AMTRAK & PLEASANT VW ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good, Superstructure: Good, 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009, Bridge Improvement Cost: $942,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,413,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

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Structure Number: 5632, Location: 0.1 Mi S of Mass Line (Lat: 41.893961, Lng: -71.376569), Route carried "on" structure: Interstate 95, Year Built: 1961, Year Reconstructed: 1985, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 34,049 (year 1989), Truck Traffic: 10%, Average Future Daily Traffic: 40,812 (year 2030), Design Load: HS 20, Features Intersected: AMTRAK & PLEASANT VW ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009, Bridge Improvement Cost: $942,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,413,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

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Structure Number: 594, Location: 0.7 Mi W of JCT RI 126 (Lat: 41.870539, Lng: -71.405361), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 1995, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 1,000 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 1,200 (year 2030), Design Load: HS 20, Features Intersected: MOSHASSUCK RIVER, Facility Carried by Structure: GROTTO AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.2 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: April 10, Critical Feature Inspection Date: March 11, Bridge Improvement Cost: $355,000, Roadway Improvement Cost: $36,000, Total Project Cost: $533,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 915, Location: 0.1 Mi E of Weeden St (Lat: 41.876956, Lng: -71.394900), Route carried "on" structure: City street , Year Built: 1913, Status: Closed, Structure Length: 4.72m (15.49ft), Average Future Daily Traffic: 6,295 (year 2030), Design Load: HS 20, Features Intersected: AMTRAK & P&W RR, Facility Carried by Structure: CONANT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Failed, Superstructure: Failed, Substructure: Poor, Deck Geometry: Equal to 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: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: January 12, Critical Feature Inspection Date: January 12, Other Special Inspection Date: January 12, Bridge Improvement Cost: $5,876,000, Roadway Improvement Cost: $588,000, Total Project Cost: $8,814,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 916, Location: @ INT of Broad St (Lat: 41.882628, Lng: -71.386314), Route carried "on" structure: City street , Year Built: 1915, Year Reconstructed: 1985, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 4,000 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 4,800 (year 2030), Design Load: HS 20, Features Intersected: AMTRAK & P&W RR, Facility Carried by Structure: BARTON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: Febuary 12, Critical Feature Inspection Date: Febuary 12, Bridge Improvement Cost: $287,000, Roadway Improvement Cost: $29,000, Total Project Cost: $431,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 933, Location: 0.2 Mi E of JCT RI 15 (Lat: 41.873319, Lng: -71.398683), Route carried "on" structure: State highway 122, Year Built: 1907, Year Reconstructed: 1981, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 25,801 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 32,623 (year 2030), Design Load: HS 20, Features Intersected: AMTRAK & 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: 15.9m (52.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.5m (103.3ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Bridge Improvement Cost: $808,000, Roadway Improvement Cost: $81,000, Total Project Cost: $1,212,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 934, Location: 0.1 Mi E of Lonsdale Av (Lat: 41.874514, Lng: -71.397903), Route carried "on" structure: State highway 15, Year Built: 1931, Year Reconstructed: 1997, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 13,000 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 15,600 (year 2030), Design Load: HS 20, Features Intersected: AMTRAK & P&W RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.0m (72.2ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Bridge Improvement Cost: $2,200,000, Roadway Improvement Cost: $220,000, Total Project Cost: $3,300,000 ( 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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Structure Number: 935, Location: 0.1 Mi S of Barton St (Lat: 41.880333, Lng: -71.389439), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1976, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 17,100 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 20,520 (year 2030), Design Load: HS 20, Features Intersected: AMTRAK & P&W RR, Facility Carried by Structure: DEXTER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Bridge Improvement Cost: $622,000, Roadway Improvement Cost: $62,000, Total Project Cost: $933,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

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Structure Number: 936, Location: 0.1 Mi S of Barton St (Lat: 41.882272, Lng: -71.386619), Route carried "on" structure: State highway 114, Year Built: 1900, Year Reconstructed: 1985, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 16,240 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 20,534 (year 2030), Design Load: HS 20, Features Intersected: AMTRAK & P&W RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: Better than present minimum criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: Febuary 12, Critical Feature Inspection Date: October 2009, Bridge Improvement Cost: $3,601,000, Roadway Improvement Cost: $360,000, Total Project Cost: $5,402,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

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Structure Number: 937, Location: 0.3 Mi N of Broadway (Lat: 41.894247, Lng: -71.374908), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 1955, Status: Closed, Structure Length: 0.94m (3.08ft), Design Load: HS 20, Features Intersected: AMTRAK, Facility Carried by Structure: COLE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Failed, Superstructure: Poor, Substructure: Poor, Deck Geometry: Somewhat better than minimum adequacy, 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: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2009, Other Special Inspection Date: October 10, Bridge Improvement Cost: $752,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,128,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 964, Location: 0.2 Mi W of JCT I-95 (Lat: 41.879844, Lng: -71.381525), Route carried "on" structure: State highway , Year Built: 1928, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 14,300 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 17,160 (year 2030), Design Load: HS 20, Features Intersected: BLACKSTONE RIVER, Facility Carried by Structure: RI 15&114 XCHNG ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 19.6m (64.3ft)

Condition: Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 10, Underwater Inspection Date: May 2009, Bridge Improvement Cost: $1,957,000, Roadway Improvement Cost: $196,000, Total Project Cost: $3,914,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 965, Location: 0.1 Mi N of George St (Lat: 41.872628, Lng: -71.384517), Route carried "on" structure: City street , Year Built: 1877, Year Reconstructed: 1985, Status: Open, Structure Length: 13.62m (44.69ft), Average Daily Traffic: 21,900 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 17,726 (year 2030), Design Load: HS 20, Features Intersected: PAWTUCKET RVR & TAFT ST, Facility Carried by Structure: DIVISION ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 9, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)

Condition: Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: Equal to present minimum criteria, Length Of Structure Improvement: 13.62m (44.69ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: May 10, Underwater Inspection Date: July 2009, Other Special Inspection Date: December 11, Bridge Improvement Cost: $6,556,000, Roadway Improvement Cost: $656,000, Total Project Cost: $9,834,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 966, Location: 0.5 Mi W of JCT I-95 (Lat: 41.876519, Lng: -71.383281), Route carried "on" structure: City street , Year Built: 1858, Year Reconstructed: 1968, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 10,100 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 14,328 (year 2030), Design Load: HS 20, Features Intersected: BLACKSTONE RIVER, Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)

Condition: Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 77.1 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 10, Underwater Inspection Date: October 2009, Bridge Improvement Cost: $1,874,000, Roadway Improvement Cost: $187,000, Total Project Cost: $2,811,000 ( Estimate for 2007)

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Structure Number: 9662, Location: 0.5 MI. W OF JCT. I-95 (Lat: 41.876422, Lng: -71.383361), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 10,100 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 12,120 (year 2030), Design Load: HS 20, Features Intersected: BLACKSTONE RIVER, Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 5.8m (19.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 10, Underwater Inspection Date: October 2009, Bridge Improvement Cost: $2,089,000, Roadway Improvement Cost: $209,000, Total Project Cost: $3,134,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 968, Location: 0.4 Mi N of JCT I-95 (Lat: 41.888669, Lng: -71.381739), Route carried "on" structure: City street , Year Built: 1910, Year Reconstructed: 1991, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 13,800 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 17,345 (year 2030), Design Load: HS 20, Features Intersected: BLACKSTONE RIVER, Facility Carried by Structure: ROOSEVELT AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 16.3m (53.5ft)

Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.76m (18.90ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 10, Underwater Inspection Date: May 2009, Bridge Improvement Cost: $1,954,000, Roadway Improvement Cost: $195,000, Total Project Cost: $2,931,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous