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

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Structure Number: 212,  Location: 0.5 MI N OF US ROUTE 1 (Lat: 41.288406,  Lng: -72.626333),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 3,927 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,835 (year 2039),  Design Load: HS 20,  Features Intersected: INTERSTATE-95,  Facility Carried by Structure: MUNGERTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.0 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: 36.3 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 213,  Location: 0.9 MI S OF ROUTE 79 (Lat: 41.288186,  Lng: -72.619839),  Route carried "on" structure: Interstate 95,  Year Built: 1957,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 72,100 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 107,133 (year 2037),  Design Load: H 20,  Features Intersected: NECK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.692,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 45.4 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: 35.0 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: 59,  Location: 1.2 MI NO BEACON FALLS TL (Lat: 41.485642,  Lng: -73.051256),  Route carried "on" structure: State highway 8,  Year Built: 1960,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 42,400 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 63,002 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 63
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.668,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  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: 22.6m (74.1ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.1 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: 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 592A,  Location: ROUTE 8 EXIT 27 (Lat: 41.490692,  Lng: -73.051472),  Route carried "on" structure: State highway 8,  Year Built: 1960,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 25.69m (84.28ft),  Average Daily Traffic: 51,500 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 76,524 (year 2038),  Design Load: HS 20,  Features Intersected: MAPLE & OAK ST, RAMP 063
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.087,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 69.8 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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 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: 592B,  Location: EXIT 27, ROUTE 8 S.B. (Lat: 41.491075,  Lng: -73.051494),  Route carried "on" structure: Ramp State highway 8,  Year Built: 1960,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 16.58m (54.40ft),  Average Daily Traffic: 6,283 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,336 (year 2041),  Design Load: HS 20,  Features Intersected: NAUGATUCK RIVER FLOOD PL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.503,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 91.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 594,  Location: AT EXIT 28 (Lat: 41.501372,  Lng: -73.047736),  Route carried "on" structure: State highway 8,  Year Built: 1960,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 51,400 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 76,375 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 8 SB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.535,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  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: 596,  Location: RT 68 OVER RTE 8,METRO N. (Lat: 41.502633,  Lng: -73.047525),  Route carried "on" structure: State highway 68,  Year Built: 1960,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 17.01m (55.81ft),  Average Daily Traffic: 14,100 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,951 (year 2038),  Design Load: HL 93,  Features Intersected: NAUG RV,RTE 8,MNRR,SR710
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.2 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: 40.2 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: 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: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 775,  Location: 2.3 MI S OF ROUTE 10 (Lat: 41.352231,  Lng: -72.961769),  Route carried "on" structure: City street ,  Year Built: 1949,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 6,000 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,915 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 15,  Facility Carried by Structure: WOODIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 35.6 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: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum 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: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1034,  Location: 0.1 MI N OF RTE 8 EXIT 26 (Lat: 41.484464,  Lng: -73.053903),  Route carried "on" structure: State highway 63,  Year Built: 2011,  Status: Open,  Structure Length: 17.96m (58.92ft),  Average Daily Traffic: 18,900 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 28,084 (year 2038),  Design Load: HS 20,  Features Intersected: NAUGATUCK RV, MNRR & ELM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.335,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 61.0m (200.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.8 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: 57.7 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 1035,  Location: 0.5 MILE SOUTH OF ROUTE 8 (Lat: 41.486308,  Lng: -73.057783),  Route carried "on" structure: State highway 63,  Year Built: 1961,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 14,200 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,100 (year 2038),  Design Load: HS 20,  Features Intersected: LONG MEADOW BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.915,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1068,  Location: 1.0 MI E OF ROUTE 63 (Lat: 41.502192,  Lng: -73.038683),  Route carried "on" structure: State highway 68,  Year Built: 1933,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 12,300 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,277 (year 2038),  Design Load: H 20,  Features Intersected: FULLING MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.625,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 76.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1069,  Location: 1.3 MI E OF ROUTE 63 (Lat: 41.504428,  Lng: -73.034347),  Route carried "on" structure: State highway 68,  Year Built: 1933,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 12,300 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,277 (year 2038),  Design Load: H 20,  Features Intersected: FULLING MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.060,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1636,  Location: 150 FT SOUTH OF ROUTE 68 (Lat: 41.501731,  Lng: -73.046086),  Route carried "on" structure: State highway 723,  Year Built: 1959,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 10,200 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,156 (year 2031),  Design Load: HS 20,  Features Intersected: FULLING MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.6 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: 38.2 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Cathodic Protection

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Structure Number: 1657,  Location: 0.04 MI SO. OF EXIT 28 SB (Lat: 41.502081,  Lng: -73.046850),  Route carried "on" structure: State highway 710,  Year Built: 1998,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,400 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,538 (year 2038),  Design Load: HS 20,  Features Intersected: FULLING MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3175,  Location: 0.1 MILE NORTH OF EXIT 29 (Lat: 41.513342,  Lng: -73.048672),  Route carried "on" structure: State highway 8,  Year Built: 1965,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 50,700 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 75,335 (year 2038),  Design Load: HS 20,  Features Intersected: SR 847 - SOUTH MAIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.919,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 46.3 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: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3595,  Location: 0.7 MI WEST OF BOLTON T.L (Lat: 41.768014,  Lng: -72.480733),  Route carried "on" structure: Interstate 384,  Year Built: 1968,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 15,850 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 23,552 (year 2038),  Design Load: HS 20,  Features Intersected: SR 534 (CAMP MEETING RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.235,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 64.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4388,  Location: AT EXIT 25 (Lat: 41.468956,  Lng: -73.051339),  Route carried "on" structure: State highway 8,  Year Built: 1981,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 45,300 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 67,311 (year 2035),  Design Load: HS 20,  Features Intersected: CROSS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.721,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 31.0m (101.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4389,  Location: AT EXIT 25, RTE 8 (Lat: 41.468489,  Lng: -73.051372),  Route carried "on" structure: State highway 8,  Year Built: 1981,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 45,300 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 67,311 (year 2035),  Features Intersected: BEACON HILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.721,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: 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: November 2021

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Structure Number: 4901,  Location: AT MIDDLEBURY - OXFORD TL (Lat: 41.489286,  Lng: -73.104253),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 955 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,419 (year 2032),  Features Intersected: LONG MEADOW POND BROOK,  Facility Carried by Structure: GUNTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  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: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: October 2020

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Structure Number: 4902,  Location: .1 MI SOUTH OF RUBBER AVE (Lat: 41.486364,  Lng: -73.055064),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,825 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,712 (year 2032),  Features Intersected: LONG MEADOW POND BROOK,  Facility Carried by Structure: ELM STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 4903,  Location: .1 MI EAST OF ROUTE 63 (Lat: 41.505911,  Lng: -73.058308),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 2,920 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,339 (year 2032),  Design Load: HS 20,  Features Intersected: HOP BROOK,  Facility Carried by Structure: PORTER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 4907,  Location: OVER LONG MEADOW POND BRK (Lat: 41.496781,  Lng: -73.089078),  Route carried "on" structure: City street ,  Year Built: 1956,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 3,142 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,669 (year 2030),  Design Load: HS 20,  Features Intersected: LONG MEADOW POND BROOK,  Facility Carried by Structure: RUBBER AVENUE EXT.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 98.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  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: 5245,  Location: JCT HOADLEY ST &RUBBER AV (Lat: 41.489158,  Lng: -73.068172),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 14,600 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,694 (year 2032),  Design Load: HS 20,  Features Intersected: LONG MEADOW POND BROOK,  Facility Carried by Structure: RUBBER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5246,  Location: AT NAUGATUCK HIGH SCHOOL (Lat: 41.490494,  Lng: -73.073658),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 6,900 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,253 (year 2029),  Design Load: HS 20,  Features Intersected: LONG MEADOW POND BROOK,  Facility Carried by Structure: RUBBER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5247,  Location: AT NEUMANN STREET (Lat: 41.493533,  Lng: -73.081156),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 3,500 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,201 (year 2032),  Design Load: HS 20,  Features Intersected: LONG MEADOW POND BROOK,  Facility Carried by Structure: RUBBER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 95.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5248,  Location: 0.1 MI WEST OF ROUTE 63 (Lat: 41.466889,  Lng: -73.016908),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 979 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,455 (year 2030),  Design Load: HS 20,  Features Intersected: BEACON HILL BROOK,  Facility Carried by Structure: SCHMITZ AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.045,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 41.8 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: 31.4 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: 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 48 months,  Inspection Date: October 2018,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5249,  Location: 350' SO OF ROUTE 63 (Lat: 41.467994,  Lng: -73.027119),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,200 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,783 (year 2032),  Design Load: HS 20,  Features Intersected: BEACON HILL BROOK,  Facility Carried by Structure: BEACON VALLEY RD 1
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: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 525,  Location: AT JCT OF RUBBER AVE&ARCH (Lat: 41.486392,  Lng: -73.059464),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,560 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,318 (year 2032),  Design Load: H 20,  Features Intersected: LONG MEADOW POND BROOK,  Facility Carried by Structure: ARCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5503,  Location: 500' SO OF ROUTE 63 JCT (Lat: 41.466500,  Lng: -73.008739),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 660 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 981 (year 2030),  Design Load: HS 20,  Features Intersected: BEACON HILL BROOK,  Facility Carried by Structure: BOWMAN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5538,  Location: 200 FT SO JCT RUBBER AVE (Lat: 41.486878,  Lng: -73.062911),  Route carried "on" structure: City street ,  Year Built: 1931,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 4,080 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,062 (year 2032),  Design Load: HS 20,  Features Intersected: LONG MEADOW POND BROOK,  Facility Carried by Structure: ANDREW AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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,  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: October 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5539,  Location: AT TOWN DPW (Lat: 41.489358,  Lng: -73.072114),  Route carried "on" structure: City street ,  Year Built: 1955,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,165 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,731 (year 2032),  Design Load: H 20,  Features Intersected: LONG MEADOW POND BROOK,  Facility Carried by Structure: BROOKSIDE 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),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 41.8 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: 32.1 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5709,  Location: AT JUNCTION WITH ROUTE 63 (Lat: 41.499514,  Lng: -73.054994),  Route carried "on" structure: State highway 68,  Year Built: 1933,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 10,700 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,899 (year 2038),  Design Load: HS 20,  Features Intersected: HOP BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 67.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  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: 6913,  Location: .13 mi. north of Route 63 (Lat: 41.469750,  Lng: -73.009139),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,100 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,606 (year 2032),  Features Intersected: MARKS BROOK,  Facility Carried by Structure: HORTON HILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Inventory Rating: 70.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  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: October 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 59,  Location: 1.2 MI NO BEACON FALLS TL (Lat: 41.485642,  Lng: -73.051256),  Route carried "under" structure: State highway 63,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 16,300 (year 2018),  Truck Traffic: 6%,  Features Intersected: ROUTE 63,  Facility Carried by Structure: ROUTE 8
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 23.175,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 591,  Location: AT EXIT 26 ROUTE 8 SB. (Lat: 41.487211,  Lng: -73.051728),  Route carried "under" structure: ServiceState highway 709,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 6,100 (year 2018),  Truck Traffic: 5%,  Features Intersected: SR 709 SOUTH MAIN STREET,  Facility Carried by Structure: ROUTE 8
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.161,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 592A,  Location: ROUTE 8 EXIT 27 (Lat: 41.490692,  Lng: -73.051472),  Route carried "under" structure: Ramp State highway 8,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 4,300 (year 2018),  Truck Traffic: 6%,  Features Intersected: MAPLE & OAK ST, RAMP 063
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.064,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 593,  Location: ROUTE 8 EXIT NO. 27 (Lat: 41.494789,  Lng: -73.051122),  Route carried "under" structure: Ramp State highway 8,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 796 (year 2020),  Truck Traffic: 3%,  Features Intersected: ROUTE 8 RAMP 064
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.257,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 594,  Location: AT EXIT 28 (Lat: 41.501372,  Lng: -73.047736),  Route carried "under" structure: Ramp State highway 8,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 4,712 (year 2020),  Truck Traffic: 6%,  Features Intersected: ROUTE 8 SB ON RAMP
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.048,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 596,  Location: RT 68 OVER RTE 8,METRO N. (Lat: 41.502633,  Lng: -73.047525),  Route carried "under" structure: State highway 8,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 51,400 (year 2018),  Truck Traffic: 6%,  Features Intersected: NAUG RV,RTE 8,MNRR,SR710
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 42.648,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 596,  Location: RT 68 OVER RTE 8,METRO N. (Lat: 41.502633,  Lng: -73.047525),  Route carried "under" structure: Ramp State highway 710,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 4,400 (year 2018),  Truck Traffic: 6%,  Features Intersected: NAUG RV,RTE 8,MNRR,SR710,  Facility Carried by Structure: ROUTE 68
Minimum Vertical Clearance: 7.34m (24.08ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 597,  Location: EXIT 28 ROUTE 8 SB (Lat: 41.505572,  Lng: -73.045675),  Route carried "under" structure: Ramp State highway 8,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 5,010 (year 2021),  Truck Traffic: 6%,  Features Intersected: ROUTE 8 RAMP 069
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.499,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 3175,  Location: 0.1 MILE NORTH OF EXIT 29 (Lat: 41.513342,  Lng: -73.048672),  Route carried "under" structure: Business State highway 847,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 6,200 (year 2018),  Truck Traffic: 6%,  Features Intersected: SR 847 - SOUTH MAIN ST.,  Facility Carried by Structure: ROUTE 8
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.209,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)