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

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Structure Number: 32,  Location: 0.01 Mi S of JCT RI 117 (Lat: 41.690047,  Lng: -71.566617),  Route carried "on" structure: City street ,  Year Built: 1919,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 9,625 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,550 (year 2036),  Design Load: HS 20,  Features Intersected: PAWTUXET RIVER SW BRANCH,  Facility Carried by Structure: SOUTH MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.493,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $267,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $401,000

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Structure Number: 227,  Location: 0.1 Mi S of JCT RI 117 (Lat: 41.691036,  Lng: -71.693325),  Route carried "on" structure: State highway 102,  Year Built: 1927,  Year Reconstructed: 1987,  Status: Posted for load,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 5,534 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,087 (year 2041),  Features Intersected: BRIDLE / HIKING TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.116,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 30.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 23.5 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,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $715,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $1,073,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2575,  Location: 0.3 Mi N of JCT RI 3 (Lat: 41.686008,  Lng: -71.560836),  Route carried "on" structure: State highway 33,  Year Built: 2021,  Status: Open,  Structure Length: 2.73m (8.96ft),  Average Daily Traffic: 9,864 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,850 (year 2041),  Design Load: HL 93,  Features Intersected: PAWTUXET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.359,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 83.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 64.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $364,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $546,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 334,  Location: 0.6 Mi W of JCT RI 3 (Lat: 41.673119,  Lng: -71.607900),  Route carried "on" structure: City street ,  Year Built: 1934,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 4,870 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,357 (year 2041),  Design Load: HS 20,  Features Intersected: JOHNSONS POND,  Facility Carried by Structure: HILL FARM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.578,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 77.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Underwater Inspection Date: October 2021,  Bridge Improvement Cost: $112,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $168,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 397,  Location: 0.1 Mi S of JCT RI 117 (Lat: 41.695542,  Lng: -71.546953),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 5,919 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,511 (year 2041),  Design Load: HL 93,  Features Intersected: PAWTUXET RIVER,  Facility Carried by Structure: LAUREL AV
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.302,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.53m (8.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $615,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $923,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 431,  Location: 0.8 Mi W of JCT RI 3 (Lat: 41.665244,  Lng: -71.619208),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 2.30m (7.55ft),  Average Daily Traffic: 6,580 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 7,238 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: FLAT RIVER RESERVOIR,  Facility Carried by Structure: HARKNEY HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.084,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Underwater Inspection Date: October 2021,  Bridge Improvement Cost: $1,814,000,  Roadway Improvement Cost: $181,000,  Total Project Cost: $2,721,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 836,  Location: 0.1 Mi E of JCT MAIN ST (Lat: 41.724011,  Lng: -71.535733),  Route carried "on" structure: City street ,  Year Built: 1919,  Year Reconstructed: 1967,  Status: Posted for load,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 1,756 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,932 (year 2041),  Design Load: HS 20,  Features Intersected: PAWTUXET RIVER N BRANCH,  Facility Carried by Structure: LINCOLN AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.106,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.2m (92.5ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 5.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 4.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.87m (9.42ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Other Special Inspection Date: November 2021,  Total Project Cost: $1,074,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 842,  Location: 0.1 Mi S of JCT Main St (Lat: 41.730517,  Lng: -71.546456),  Route carried "on" structure: City street ,  Year Built: 1888,  Year Reconstructed: 1998,  Status: Closed,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 910 (year 1999),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,092 (year 2036),  Features Intersected: PAWTUXET RIVER N BRANCH,  Facility Carried by Structure: HILL ST
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.056,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Aluminum, Iron,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Poor,  Channel: Fair,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $504,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $755,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 843,  Location: 0.3 Mi N of JCT RI 117 (Lat: 41.714483,  Lng: -71.652278),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 1,386 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,525 (year 2041),  Design Load: HS 20,  Features Intersected: FLAT RIVER,  Facility Carried by Structure: MAPLE VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.801,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.3m (17.4ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Channel: Good,  Culverts: Poor,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $57,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $86,000

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Structure Number: 8445,  Location: 0.5 Mi N of JCT RI 14 (Lat: 41.720075,  Lng: -71.757631),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 81 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 89 (year 2039),  Design Load: HL 93,  Features Intersected: MOOSUP RIVER,  Facility Carried by Structure: BARBS HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.151,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $639,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $959,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 845,  Location: 0.1 Mi N of JCT RI 117 (Lat: 41.699147,  Lng: -71.746261),  Route carried "on" structure: City street ,  Year Built: 1970,  Year Reconstructed: 2000,  Status: Posted for load,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 42 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 46 (year 2041),  Design Load: HS 20,  Features Intersected: BUCKS HORN BROOK,  Facility Carried by Structure: CAHOONE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.235,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.6m (18.4ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Serious,  Channel: Satisfactory,  Operating Rating: 7.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 6.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.11m (3.64ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $680,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $1,020,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 846,  Location: 1.0 Mi W of JCT Lws Fm Rd (Lat: 41.681381,  Lng: -71.771922),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 26 (year 2021),  Average Future Daily Traffic: 29 (year 2041),  Design Load: HS 20,  Features Intersected: ROARING BROOK,  Facility Carried by Structure: NICHOLAS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.077,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 11.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 8.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2020,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $297,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $446,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 847,  Location: 0.2 Mi S of JCT RI 117 (Lat: 41.695231,  Lng: -71.756883),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 188 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 207 (year 2041),  Design Load: HS 20,  Features Intersected: BUCKS HORN BROOK,  Facility Carried by Structure: LEWIS FARM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.822,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $457,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $686,000,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 12365,  Location: 0.1 MiS ofJCTMaple Valy (Lat: 41.716822,  Lng: -71.663283),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 106 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 117 (year 2041),  Design Load: HS 20,  Features Intersected: FLAT RIVER,  Facility Carried by Structure: HAMMET RD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.374,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.99m (3.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $270,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $300,000 ( Estimate for 2015),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1237,  Location: 0.9 Mi N of RI 117 (Lat: 41.717433,  Lng: -71.663225),  Route carried "on" structure: City street _,  Year Built: 2016,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 106 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 117 (year 2041),  Features Intersected: Whaley Brook,  Facility Carried by Structure: HAMMET RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.444,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.2m (3.9ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 78.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1239,  Location: 0.17 MiS ofJCTMaple Valy (Lat: 41.717125,  Lng: -71.663250),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 106 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 117 (year 2041),  Features Intersected: Flat River Tributary,  Facility Carried by Structure: HAMMET RD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.408,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.99m (3.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $270,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $300,000 ( Estimate for 2015),  Wearing Surface/Protective System: Wearing Surface: Bituminous