Bridge Statistics for Falls Village, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 72ft / 22.3mTotal length
- 15,472Total average daily traffic
- 506Total average daily truck traffic
- 22,988Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Falls Village
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 31950-1959
- 21960-1969
- 21980-1989
- 21990-1999
- 12010-2019
- Bridge Condition - Deck
- 11.1%Very good
- 22.2%Good
- 55.6%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 44.4%Good
- 22.2%Satisfactory
- 11.1%Fair
- 11.1%Poor
- Bridge Condition - Substructure
- 44.4%Good
- 44.4%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 27.3%Good
- 54.5%Satisfactory
- 18.2%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 563, Location: 500' N OF SALISBURY TL (Lat: 41.935703, Lng: -73.360572), Route carried "on" structure: US 7, Year Built: 1931, Year Reconstructed: 1988, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 3,300 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 4,903 (year 2032), Design Load: H 15, Features Intersected: HOUSATONIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.125, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 78.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 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, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 563, Location: 500' N OF SALISBURY TL (Lat: 41.935703, Lng: -73.360572), Route carried "on" structure: US 7, Year Built: 1931, Year Reconstructed: 1988, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 3,300 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 4,903 (year 2032), Design Load: H 15, Features Intersected: HOUSATONIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.125, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 78.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 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, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1041, Location: 1.1 MI S OF RTE 126 JCT (Lat: 41.939558, Lng: -73.301619), Route carried "on" structure: State highway 63, Year Built: 1960, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,600 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 3,863 (year 2035), Design Load: H 20, Features Intersected: HOLLENBECK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.644, 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: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 90.7 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: 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1041, Location: 1.1 MI S OF RTE 126 JCT (Lat: 41.939558, Lng: -73.301619), Route carried "on" structure: State highway 63, Year Built: 1960, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,600 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 3,863 (year 2035), Design Load: H 20, Features Intersected: HOLLENBECK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.644, 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: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 90.7 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: 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1042, Location: NEAR ROUTE 126 JCT JCT (Lat: 41.949003, Lng: -73.321167), Route carried "on" structure: State highway 63, Year Built: 1928, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,600 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 2,377 (year 2035), Design Load: H 15, Features Intersected: HOLLENBECK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.592, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 87.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.7 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: Somewhat better than minimum adequacy, 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
Structure Number: 1042, Location: NEAR ROUTE 126 JCT JCT (Lat: 41.949003, Lng: -73.321167), Route carried "on" structure: State highway 63, Year Built: 1928, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,600 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 2,377 (year 2035), Design Load: H 15, Features Intersected: HOLLENBECK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.592, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 87.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.7 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: Somewhat better than minimum adequacy, 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: 3174, Location: 03 MI N OF RTE 63 JCT (Lat: 41.947672, Lng: -73.320431), Route carried "on" structure: State highway 126, Year Built: 1965, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,200 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 1,783 (year 2035), Design Load: HS 20, Features Intersected: FLAT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 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: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.7 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: 34.7 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: 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: January 2022
Structure Number: 3174, Location: 03 MI N OF RTE 63 JCT (Lat: 41.947672, Lng: -73.320431), Route carried "on" structure: State highway 126, Year Built: 1965, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,200 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 1,783 (year 2035), Design Load: HS 20, Features Intersected: FLAT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 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: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.7 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: 34.7 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: 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: January 2022
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Structure Number: 5193, Location: EAST OF RTE 63 INT (Lat: 41.943097, Lng: -73.305894), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 371 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 551 (year 2041), Design Load: HS 20, Features Intersected: HOLLENBECK RIVER, Facility Carried by Structure: COBBLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.1m (36.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5193, Location: EAST OF RTE 63 INT (Lat: 41.943097, Lng: -73.305894), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 371 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 551 (year 2041), Design Load: HS 20, Features Intersected: HOLLENBECK RIVER, Facility Carried by Structure: COBBLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.1m (36.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5194, Location: WEST OF MUSIC MTN ROAD (Lat: 41.939406, Lng: -73.321061), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 31 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 46 (year 2041), Design Load: HS 20, Features Intersected: FLAT BROOK, Facility Carried by Structure: LOWER BARRACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.3 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: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5194, Location: WEST OF MUSIC MTN ROAD (Lat: 41.939406, Lng: -73.321061), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 31 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 46 (year 2041), Design Load: HS 20, Features Intersected: FLAT BROOK, Facility Carried by Structure: LOWER BARRACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.3 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: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5195, Location: EAST OF COBBLE ROAD (Lat: 41.943517, Lng: -73.285183), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 233 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 346 (year 2041), Design Load: HS 20, Features Intersected: Wangum Lake Brook, Facility Carried by Structure: Under Mountain Roa
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.915, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.7 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: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5195, Location: EAST OF COBBLE ROAD (Lat: 41.943517, Lng: -73.285183), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 233 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 346 (year 2041), Design Load: HS 20, Features Intersected: Wangum Lake Brook, Facility Carried by Structure: Under Mountain Roa
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.915, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.7 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: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5196, Location: CANAAN-SALISBURY TOWNLINE (Lat: 41.958278, Lng: -73.370672), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 276 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 410 (year 2040), Design Load: HL 93, Features Intersected: HOUSATONIC RIVER, Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 36.3 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: 28.2 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5196, Location: CANAAN-SALISBURY TOWNLINE (Lat: 41.958278, Lng: -73.370672), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 276 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 410 (year 2040), Design Load: HL 93, Features Intersected: HOUSATONIC RIVER, Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 36.3 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: 28.2 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, 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: 5659, Location: NORTH OF UNDER MTN RD (Lat: 41.952975, Lng: -73.279214), Route carried "on" structure: City street , Year Built: 1988, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 123 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 183 (year 2041), Design Load: HS 20, Features Intersected: WANGUM LAKE BROOK, Facility Carried by Structure: CANAAN MOUNTAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.384, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5659, Location: NORTH OF UNDER MTN RD (Lat: 41.952975, Lng: -73.279214), Route carried "on" structure: City street , Year Built: 1988, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 123 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 183 (year 2041), Design Load: HS 20, Features Intersected: WANGUM LAKE BROOK, Facility Carried by Structure: CANAAN MOUNTAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.384, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 568, Location: .28 MI SO OF RTE 63 INT (Lat: 41.961478, Lng: -73.338681), Route carried "on" structure: US 7, Year Built: 1988, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,838 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 4,217 (year 2037), Features Intersected: HOLLENBECK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.165, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 568, Location: .28 MI SO OF RTE 63 INT (Lat: 41.961478, Lng: -73.338681), Route carried "on" structure: US 7, Year Built: 1988, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,838 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 4,217 (year 2037), Features Intersected: HOLLENBECK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.165, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5997, Location: AT JCT OF RT 126 &SAND RD (Lat: 41.975664, Lng: -73.356883), Route carried "on" structure: State highway 126, Year Built: 1991, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,300 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 1,932 (year 2035), Design Load: HS 20+Mod, Features Intersected: HOLLENBECK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.260, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 63.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5997, Location: AT JCT OF RT 126 &SAND RD (Lat: 41.975664, Lng: -73.356883), Route carried "on" structure: State highway 126, Year Built: 1991, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,300 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 1,932 (year 2035), Design Load: HS 20+Mod, Features Intersected: HOLLENBECK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.260, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 63.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6168, Location: .25 MI NORTH OF ROUTE 126 (Lat: 41.950497, Lng: -73.323100), Route carried "on" structure: State highway 63, Year Built: 1992, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,600 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 2,377 (year 2035), Features Intersected: HOLLENBECK RIVER O/FLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.817, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Channel: Good, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6168, Location: .25 MI NORTH OF ROUTE 126 (Lat: 41.950497, Lng: -73.323100), Route carried "on" structure: State highway 63, Year Built: 1992, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,600 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 2,377 (year 2035), Features Intersected: HOLLENBECK RIVER O/FLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.817, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Channel: Good, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing