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

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Structure Number: 3001,  Location: 0.3 MILE NO. OF ROUTE 42 (Lat: 41.441583,  Lng: -73.061514),  Route carried "on" structure: City street ,  Year Built: 1920,  Year Reconstructed: 1949,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 8,900 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,225 (year 2038),  Features Intersected: BEACON FALLS CANAL,  Facility Carried by Structure: SOUTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: October 2021

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Structure Number: 3432,  Location: 0.4 MILE WEST OF ROUTE 8 (Lat: 41.427125,  Lng: -73.071006),  Route carried "on" structure: State highway 42,  Year Built: 1966,  Status: Open,  Structure Length: 17.22m (56.50ft),  Average Daily Traffic: 6,900 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,253 (year 2038),  Design Load: HS 20,  Features Intersected: NAUGATUCK RIVER AND MNRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.506,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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: Built-up

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Structure Number: 3788,  Location: OFF NORTH MAIN STREET (Lat: 41.442161,  Lng: -73.062686),  Route carried "on" structure: City street ,  Year Built: 1935,  Year Reconstructed: 2011,  Status: Posted for load,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 2,440 (year 2021),  Truck Traffic: 25%,  Average Future Daily Traffic: 3,626 (year 2041),  Design Load: HS 20,  Features Intersected: NAUGATUCK RIVER,  Facility Carried by Structure: DEPOT STREET
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 63.1m (207.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 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: 4383,  Location: RTE 8 NEAR EXIT 23 (Lat: 41.430139,  Lng: -73.066872),  Route carried "on" structure: State highway 8,  Year Built: 1981,  Status: Open,  Structure Length: 13.32m (43.70ft),  Average Daily Traffic: 47,400 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 70,432 (year 2038),  Design Load: HS 20,  Features Intersected: RTE 42 & NAUGATUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.877,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.2 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: 31.1 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: Better than 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4384,  Location: .4 MILES NORTH OF EXIT 23 (Lat: 41.433397,  Lng: -73.067108),  Route carried "on" structure: State highway 8,  Year Built: 1981,  Status: Open,  Structure Length: 5.59m (18.34ft),  Average Daily Traffic: 47,400 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 70,432 (year 2038),  Design Load: HS 20,  Features Intersected: METRO-NRTH RR&PRIVATE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.327,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.5 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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4385,  Location: BET. RTE 8 EXIT 23 & 24 (Lat: 41.439453,  Lng: -73.066983),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 412 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 612 (year 2041),  Design Load: HS 20,  Features Intersected: ROUTE 8,  Facility Carried by Structure: LOPUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.598,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.3 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: 53.5 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4386,  Location: RTE 8 EXIT 24 (Lat: 41.444147,  Lng: -73.067244),  Route carried "on" structure: State highway 8,  Year Built: 1981,  Status: Open,  Structure Length: 16.67m (54.69ft),  Average Daily Traffic: 47,400 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 70,432 (year 2038),  Design Load: HS 20,  Features Intersected: MNRR, NAUGTCK RV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.389,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 59.7m (195.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 94.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.8 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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4387,  Location: RTE 8 EXIT 24 (Lat: 41.443919,  Lng: -73.066764),  Route carried "on" structure: State highway 8,  Year Built: 1981,  Status: Open,  Structure Length: 15.64m (51.31ft),  Average Daily Traffic: 47,400 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 70,432 (year 2038),  Design Load: HS 20,  Features Intersected: METRO NORTH & NAUGTCK RV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.389,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 90.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.1 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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4919,  Location: 500 FT E OF ROUTE 8 (Lat: 41.468436,  Lng: -73.050122),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 245 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 364 (year 2038),  Features Intersected: BEACON HILL BROOK,  Facility Carried by Structure: ANDRASKO ROAD
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: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  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 24 months,  Inspection Date: October 2021

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Structure Number: 6018,  Location: .4 MILES S OF MAIN STREET (Lat: 41.442522,  Lng: -73.064278),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 500 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 743 (year 2038),  Design Load: HS 20,  Features Intersected: METRO-NORTH RAILROAD,  Facility Carried by Structure: LOPUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 4383,  Location: RTE 8 NEAR EXIT 23 (Lat: 41.430139,  Lng: -73.066872),  Route carried "under" structure: State highway 42,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 9,700 (year 2018),  Truck Traffic: 5%,  Features Intersected: RTE 42 & NAUGATUCK RIVER,  Facility Carried by Structure: ROUTE 8
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 5.102,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 4385,  Location: BET. RTE 8 EXIT 23 & 24 (Lat: 41.439453,  Lng: -73.066983),  Route carried "under" structure: State highway 8,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 47,400 (year 2018),  Truck Traffic: 6%,  Features Intersected: ROUTE 8,  Facility Carried by Structure: LOPUS ROAD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 34.971,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 4386,  Location: RTE 8 EXIT 24 (Lat: 41.444147,  Lng: -73.067244),  Route carried "under" structure: Ramp State highway 8,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2018),  Truck Traffic: 8%,  Features Intersected: MNRR, NAUGTCK RV
Minimum Vertical Clearance: 8.43m (27.66ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 59.7m (195.9ft)

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Structure Number: 4387,  Location: RTE 8 EXIT 24 (Lat: 41.443919,  Lng: -73.066764),  Route carried "under" structure: Ramp State highway 8,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2018),  Truck Traffic: 8%,  Features Intersected: METRO NORTH & NAUGTCK RV
Minimum Vertical Clearance: 8.28m (27.17ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 51.8m (169.9ft)