Bridge Statistics for Fairfield, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 75,  Location: I-95 AT EXIT 19 (Lat: 41.136464,  Lng: -73.291125),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 104,300 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 154,979 (year 2040),  Design Load: HS 20,  Features Intersected: CENTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.822,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 35.9m (117.8ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.1 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: 50.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: 78,  Location: BETWEEN EXIT NOS. 19 & 20 (Lat: 41.141894,  Lng: -73.281619),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 2,368 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,519 (year 2040),  Design Load: H 20,  Features Intersected: INTERSTATE 95,  Facility Carried by Structure: MILL HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8,  Location: EXIT 20 (Lat: 41.142214,  Lng: -73.274883),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 127,600 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 189,601 (year 2037),  Design Load: HS 20,  Features Intersected: MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.415,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 46.6m (152.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 43.6m (143.0ft),  Out-to-Out Width: 46.6m (152.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.9 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 87,  Location: I-95 EXIT NO. 23 (Lat: 41.156331,  Lng: -73.244903),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 6.82m (22.38ft),  Average Daily Traffic: 6,026 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,954 (year 2041),  Design Load: H 20,  Features Intersected: INTERSTATE 95,  Facility Carried by Structure: MEADOWBROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 18.8 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: 14.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 88,  Location: 1.4 MI. SO. BRIDGEPORT TL (Lat: 41.158347,  Lng: -73.244414),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 136,400 (year 2017),  Average Future Daily Traffic: 202,677 (year 2037),  Design Load: H 20,  Features Intersected: US ROUTE 1 SOUTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.779,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 42.0m (137.8ft),  Out-to-Out Width: 45.6m (149.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 89,  Location: 0.1 MI N OF I-95 EXIT 23 (Lat: 41.159133,  Lng: -73.244000),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 136,400 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 202,677 (year 2037),  Design Load: HS 20,  Features Intersected: GRASMERE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.875,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 38.4m (126.0ft),  Out-to-Out Width: 42.0m (137.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 84.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 9,  Location: BETWEEN EXIT 23 & 24 (Lat: 41.162136,  Lng: -73.241044),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 136,400 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 202,677 (year 2037),  Design Load: H 20,  Features Intersected: NEW ENGLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.294,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 91,  Location: 0.2 MI S OF US ROUTE 1 (Lat: 41.163644,  Lng: -73.239036),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 129,900 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 193,018 (year 2037),  Design Load: HS 20,  Features Intersected: SUNSET AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.535,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Skew: 30 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: 42.8m (140.4ft),  Out-to-Out Width: 45.8m (150.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 92,  Location: INTERSTATE-95 EXIT NO. 24 (Lat: 41.165269,  Lng: -73.235503),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 2.12m (6.96ft),  Average Daily Traffic: 121,900 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 181,131 (year 2037),  Design Load: H 20,  Features Intersected: US ROUTE 1 SOUTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.889,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 93,  Location: AT EXIT 24 (Lat: 41.165681,  Lng: -73.234303),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 121,900 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 181,131 (year 2037),  Design Load: HS 20,  Features Intersected: US ROUTE 1 NORTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.002,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 35.7m (117.1ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 95,  Location: 0.3 MI N OF US ROUTE 1 (Lat: 41.167572,  Lng: -73.228797),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 138,900 (year 2017),  Truck Traffic: 20%,  Average Future Daily Traffic: 206,392 (year 2037),  Design Load: H 20,  Features Intersected: BRENTWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.501,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 42.0m (137.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 96,  Location: 0.4 MI S OF ROUTE 130 (Lat: 41.168361,  Lng: -73.224867),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 1.76m (5.77ft),  Average Daily Traffic: 135,000 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 200,597 (year 2037),  Design Load: HS 20,  Features Intersected: COOLIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.855,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 44.3m (145.3ft),  Out-to-Out Width: 47.3m (155.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  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: 495,  Location: .1 MILE WEST OF ROUTE 12 (Lat: 41.802011,  Lng: -71.888161),  Route carried "on" structure: US 6,  Year Built: 1957,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 5.90m (19.36ft),  Average Daily Traffic: 21,300 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,650 (year 2036),  Design Load: HS 20,  Features Intersected: QUINEBAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 178.412,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Underwater Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 655,  Location: 0.7 MILE NORTH OF RTE. 20 (Lat: 41.963825,  Lng: -72.790733),  Route carried "on" structure: State highway 10,  Year Built: 1942,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 7,300 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,847 (year 2039),  Design Load: H 20,  Features Intersected: SALMON BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.090,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 734,  Location: 3.5 MI S OF ROUTE 58 (Lat: 41.174136,  Lng: -73.321958),  Route carried "on" structure: State highway 15,  Year Built: 1938,  Status: Posted for load-capacity,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 70,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 104,013 (year 2035),  Design Load: H 20,  Features Intersected: CROSS HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.948,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 735,  Location: 3 MILES EAST OF EXIT 42 (Lat: 41.180203,  Lng: -73.312933),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 1,020 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,516 (year 2040),  Features Intersected: ROUTE 15,  Facility Carried by Structure: MERWINS LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 736,  Location: 1 MI EAST OF WESTPORT TL (Lat: 41.185378,  Lng: -73.306900),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 2.49m (8.17ft),  Average Daily Traffic: 2,800 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,161 (year 2030),  Features Intersected: ROUTE 15,  Facility Carried by Structure: REDDING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.942,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 738,  Location: 1.9 MI EAST WESTPORT TL (Lat: 41.191525,  Lng: -73.295422),  Route carried "on" structure: State highway 15,  Year Built: 1940,  Status: Posted for load-capacity,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 70,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 104,013 (year 2035),  Design Load: H 20,  Features Intersected: HILLSIDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.942,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 739,  Location: BETWEEN EXITS 43 & 44 (Lat: 41.194306,  Lng: -73.286017),  Route carried "on" structure: City street ,  Year Built: 1939,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.57m (8.43ft),  Average Daily Traffic: 1,700 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,526 (year 2030),  Design Load: H 20,  Features Intersected: ROUTE 15,  Facility Carried by Structure: BURR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.597,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 74,  Location: AT EXITS 44 & 45 (Lat: 41.203000,  Lng: -73.270428),  Route carried "on" structure: State highway 15,  Year Built: 1938,  Status: Posted for load-capacity,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 62,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 92,126 (year 2035),  Features Intersected: ROUTE 58
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.501,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 741,  Location: 210 FT N OF ROUTE 58 (Lat: 41.203661,  Lng: -73.269928),  Route carried "on" structure: State highway 15,  Year Built: 1940,  Status: Posted for load-capacity,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 60,500 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 89,897 (year 2035),  Design Load: HL 93,  Features Intersected: CRICKER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.597,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 78.4 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: 60.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 742,  Location: 0.8 MI S OF ROUTE 59 (Lat: 41.211128,  Lng: -73.262231),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 648 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 963 (year 2039),  Features Intersected: ROUTE 15,  Facility Carried by Structure: MOREHOUSE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.207,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 743,  Location: 0.5 MI S OF ROUTE 58 (Lat: 41.214894,  Lng: -73.259294),  Route carried "on" structure: State highway 15,  Year Built: 2010,  Status: Posted for load-capacity,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 71,020 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 105,529 (year 2039),  Design Load: HL 93,  Features Intersected: MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.142,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 99.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  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: 744,  Location: AT EXIT 46 (Lat: 41.220822,  Lng: -73.254464),  Route carried "on" structure: State highway 59,  Year Built: 1936,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 11,000 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,345 (year 2033),  Design Load: HS 20,  Features Intersected: ROUTE 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.938,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.6m (80.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1024,  Location: 50' SOUTH OF ARROWHEAD LA (Lat: 41.192436,  Lng: -73.260183),  Route carried "on" structure: State highway 58,  Year Built: 1941,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 17,600 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,152 (year 2033),  Design Load: H 20,  Features Intersected: SAMP MORTAR RESERVOIR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.975,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1028,  Location: 2.2 MI S OF ROUTE 15 (Lat: 41.195889,  Lng: -73.232153),  Route carried "on" structure: State highway 59,  Year Built: 1949,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 9,000 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,373 (year 2035),  Design Load: HS 20,  Features Intersected: HORSE TAVERN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.478,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3861,  Location: 100 FT EAST OF ROUTE 58 (Lat: 41.203975,  Lng: -73.270750),  Route carried "on" structure: Ramp State highway 15,  Year Built: 1997,  Status: Posted for load-capacity,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 9,700 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,413 (year 2033),  Features Intersected: CRICKER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 3909,  Location: JCT RTE 130 & OLD POST RD (Lat: 41.149814,  Lng: -73.244133),  Route carried "on" structure: US 1,  Year Built: 1975,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 11,700 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,385 (year 2033),  Design Load: HS 20,  Features Intersected: TURNEY'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.618,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Out-to-Out Width: 298.7m (980.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 38.2 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: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 4196,  Location: 0.5 MI W OF ROUTE 59 (Lat: 41.215508,  Lng: -73.260158),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 6,380 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,480 (year 2041),  Features Intersected: MILL RIVER,  Facility Carried by Structure: CONGRESS STREET #2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  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: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4201,  Location: 1 MILE SOUTH OF ROUTE 59 (Lat: 41.192600,  Lng: -73.228478),  Route carried "on" structure: City street ,  Year Built: 1933,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 4,968 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,382 (year 2041),  Design Load: HL 93,  Features Intersected: ROOSTER RIVER,  Facility Carried by Structure: CORNELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 67.4 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: 38.9 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4354,  Location: 100 FT N OF US TE 1 (Lat: 41.140156,  Lng: -73.279789),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 6,300 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,361 (year 2033),  Design Load: HS 20,  Features Intersected: METRO NORTH RAILROAD,  Facility Carried by Structure: MILL HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 31.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 495,  Location: 400 FT SOUTH OF US RTE 1 (Lat: 41.137564,  Lng: -73.274644),  Route carried "on" structure: City street ,  Year Built: 1927,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,571 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,334 (year 2041),  Design Load: HS 20,  Features Intersected: MILL RIVER,  Facility Carried by Structure: HARBOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 4951,  Location: 500 FT SOUTH OF US RTE 1 (Lat: 41.137614,  Lng: -73.275336),  Route carried "on" structure: City street ,  Year Built: 1927,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 1,571 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,334 (year 2041),  Design Load: HS 20,  Features Intersected: MILL RIVER,  Facility Carried by Structure: HARBOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township 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: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 72.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 4952,  Location: JCT OF MILL HILL TERRACE (Lat: 41.150500,  Lng: -73.272611),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Open,  Structure Length: 2.17m (7.12ft),  Average Daily Traffic: 3,330 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,948 (year 2041),  Design Load: H 20,  Features Intersected: MILL RIVER,  Facility Carried by Structure: STURGES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.3m (66.6ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4953,  Location: 0.1 MI NO OF HUNTER ROAD (Lat: 41.165433,  Lng: -73.270064),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Posted for load,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 2,230 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,314 (year 2041),  Features Intersected: MILL RIVER,  Facility Carried by Structure: DUCK FARM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Total Project Cost: $2,160,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4954,  Location: AT JCT OF CANTERBURY LANE (Lat: 41.202783,  Lng: -73.254725),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 1,890 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,808 (year 2041),  Features Intersected: MILL RIVER,  Facility Carried by Structure: MOREHOUSE HWY #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 4955,  Location: 100 FT WEST OF ROUTE 59 (Lat: 41.190892,  Lng: -73.223153),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 600 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 892 (year 2041),  Features Intersected: ROOSTER RIVER,  Facility Carried by Structure: BROOKVIEW AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4956,  Location: 1000 FT EAST OF ROUTE 59 (Lat: 41.198131,  Lng: -73.230931),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 1,225 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,820 (year 2041),  Design Load: HL 93,  Features Intersected: HORSE TAVERN BROOK,  Facility Carried by Structure: VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 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 or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Total Project Cost: $3,228,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4957,  Location: AT THE JCT OF VALLEY ROAD (Lat: 41.200536,  Lng: -73.229858),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Posted for load,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 378 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 562 (year 2041),  Design Load: HL 93,  Features Intersected: HORSE TAVERN BROOK,  Facility Carried by Structure: MERRITT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4958,  Location: 1000 FT EAST OF ROUTE 1 (Lat: 41.151761,  Lng: -73.237022),  Route carried "on" structure: City street ,  Year Built: 1947,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,490 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,186 (year 2041),  Features Intersected: TURNEY CREEK,  Facility Carried by Structure: RIVERSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous