Bridge Statistics for Redding, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 46ft / 14.2mTotal length
- 88,768Total average daily traffic
- 4,347Total average daily truck traffic
- 131,900Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Redding
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 11930-1939
- 31950-1959
- 11960-1969
- 11980-1989
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- 41990-1999
- 12000-2009
- Bridge Condition - Deck
- 12.5%Very good
- 75.0%Good
- 12.5%Satisfactory
- Bridge Condition - Superstructure
- 22.2%Very good
- 33.3%Good
- 44.4%Satisfactory
- Bridge Condition - Substructure
- 11.1%Very good
- 55.6%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 40.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 586, Location: 0.6 MI SOUTH OF ROUTE 67 (Lat: 41.388647, Lng: -73.077194), Route carried "on" structure: State highway 8, Year Built: 1961, Year Reconstructed: 1990, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 52,800 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 78,456 (year 2038), Design Load: HS 20, Features Intersected: ROSE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.952, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.4 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: 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: October 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: 586, Location: 0.6 MI SOUTH OF ROUTE 67 (Lat: 41.388647, Lng: -73.077194), Route carried "on" structure: State highway 8, Year Built: 1961, Year Reconstructed: 1990, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 52,800 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 78,456 (year 2038), Design Load: HS 20, Features Intersected: ROSE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.952, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.4 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1016, Location: SAUGATUCK RSVR (Lat: 41.290183, Lng: -73.392294), Route carried "on" structure: State highway 53, Year Built: 1939, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,700 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 5,498 (year 2037), Features Intersected: SAUGATUCK RESERVOIR BRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.630, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Fair, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2020, Underwater Inspection Date: March 2020
Structure Number: 1016, Location: SAUGATUCK RSVR (Lat: 41.290183, Lng: -73.392294), Route carried "on" structure: State highway 53, Year Built: 1939, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,700 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 5,498 (year 2037), Features Intersected: SAUGATUCK RESERVOIR BRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.630, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Fair, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2020, Underwater Inspection Date: March 2020
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Structure Number: 1017, Location: 180-FT SOUTH RTE 107 INT (Lat: 41.294503, Lng: -73.395233), Route carried "on" structure: State highway 53, Year Built: 1925, Year Reconstructed: 1987, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,900 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 10,253 (year 2033), Features Intersected: SAUGATUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.257, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1017, Location: 180-FT SOUTH RTE 107 INT (Lat: 41.294503, Lng: -73.395233), Route carried "on" structure: State highway 53, Year Built: 1925, Year Reconstructed: 1987, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,900 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 10,253 (year 2033), Features Intersected: SAUGATUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.257, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1018, Location: 2.6 MI N OF ROUTE 107 (Lat: 41.320511, Lng: -73.423983), Route carried "on" structure: State highway 53, Year Built: 2016, Status: Open, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 4,100 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 6,092 (year 2033), Design Load: HL 93, Features Intersected: SAUGATUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.216, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 76.8 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: 36.6 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to 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: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1018, Location: 2.6 MI N OF ROUTE 107 (Lat: 41.320511, Lng: -73.423983), Route carried "on" structure: State highway 53, Year Built: 2016, Status: Open, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 4,100 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 6,092 (year 2033), Design Load: HL 93, Features Intersected: SAUGATUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.216, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 76.8 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: 36.6 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to 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: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1305, Location: 150 FT S OF ROUTE 57 (Lat: 41.257425, Lng: -73.428681), Route carried "on" structure: State highway 107, Year Built: 1953, Year Reconstructed: 1963, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 10,400 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 15,453 (year 2040), Design Load: HS 20, Features Intersected: NORWALK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 1305, Location: 150 FT S OF ROUTE 57 (Lat: 41.257425, Lng: -73.428681), Route carried "on" structure: State highway 107, Year Built: 1953, Year Reconstructed: 1963, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 10,400 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 15,453 (year 2040), Design Load: HS 20, Features Intersected: NORWALK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 502, Location: S of CHURCH HILL RD (Lat: 41.316150, Lng: -73.339722), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 2002, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 867 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,288 (year 2041), Features Intersected: ASPETUCK RIVER, Facility Carried by Structure: POVERTY HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 2 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Superstructure: Satisfactory, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 502, Location: S of CHURCH HILL RD (Lat: 41.316150, Lng: -73.339722), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 2002, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 867 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,288 (year 2041), Features Intersected: ASPETUCK RIVER, Facility Carried by Structure: POVERTY HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 2 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Superstructure: Satisfactory, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 5023, Location: .5 MI E OF ROUTE 58 (Lat: 41.317025, Lng: -73.341667), Route carried "on" structure: City street , Year Built: 1957, Year Reconstructed: 2002, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,030 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 3,016 (year 2041), Design Load: HS 20, Features Intersected: ASPETUCK RIVER, Facility Carried by Structure: CHURCH HILL ROAD #
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5023, Location: .5 MI E OF ROUTE 58 (Lat: 41.317025, Lng: -73.341667), Route carried "on" structure: City street , Year Built: 1957, Year Reconstructed: 2002, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,030 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 3,016 (year 2041), Design Load: HS 20, Features Intersected: ASPETUCK RIVER, Facility Carried by Structure: CHURCH HILL ROAD #
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5225, Location: 300-FT EAST O MARCHANT RD (Lat: 41.315067, Lng: -73.446231), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,750 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HL 93, Features Intersected: METRO-NORTH RAILROAD, Facility Carried by Structure: SIMPAUG TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.658, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 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, Underclear: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5225, Location: 300-FT EAST O MARCHANT RD (Lat: 41.315067, Lng: -73.446231), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,750 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HL 93, Features Intersected: METRO-NORTH RAILROAD, Facility Carried by Structure: SIMPAUG TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.658, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 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, Underclear: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 5322, Location: OFF MEEKER HILL RD (Lat: 41.312364, Lng: -73.335233), Route carried "on" structure: City street , Year Built: 1984, Year Reconstructed: 2012, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 707 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,051 (year 2041), Features Intersected: ASPETUCK RIVER, Facility Carried by Structure: POVERTY HOLLOW RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 5322, Location: OFF MEEKER HILL RD (Lat: 41.312364, Lng: -73.335233), Route carried "on" structure: City street , Year Built: 1984, Year Reconstructed: 2012, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 707 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,051 (year 2041), Features Intersected: ASPETUCK RIVER, Facility Carried by Structure: POVERTY HOLLOW RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 5509, Location: 250 FT W OF ROUTE 107 (Lat: 41.258550, Lng: -73.428619), Route carried "on" structure: City street , Year Built: 1953, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 102 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 152 (year 2041), Design Load: HS 20, Features Intersected: NORWALK RIVER, Facility Carried by Structure: NORTH MAIN 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 5509, Location: 250 FT W OF ROUTE 107 (Lat: 41.258550, Lng: -73.428619), Route carried "on" structure: City street , Year Built: 1953, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 102 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 152 (year 2041), Design Load: HS 20, Features Intersected: NORWALK RIVER, Facility Carried by Structure: NORTH MAIN 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 586, Location: 2.6 MI N OF ROUTE 107 (Lat: 41.322417, Lng: -73.424006), Route carried "on" structure: State highway 53, Year Built: 1928, Year Reconstructed: 1990, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 4,800 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 7,132 (year 2033), Design Load: HS 20, Features Intersected: SAUGATUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.442, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.6 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: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 586, Location: 2.6 MI N OF ROUTE 107 (Lat: 41.322417, Lng: -73.424006), Route carried "on" structure: State highway 53, Year Built: 1928, Year Reconstructed: 1990, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 4,800 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 7,132 (year 2033), Design Load: HS 20, Features Intersected: SAUGATUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.442, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.6 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: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6941, Location: Poverty Hollow/ Stepney (Lat: 41.307683, Lng: -73.332139), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 612 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 909 (year 2041), Design Load: HL 93, Features Intersected: ASPETUCK RIVER, Facility Carried by Structure: STEPNEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.1 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: 41.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 6941, Location: Poverty Hollow/ Stepney (Lat: 41.307683, Lng: -73.332139), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 612 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 909 (year 2041), Design Load: HL 93, Features Intersected: ASPETUCK RIVER, Facility Carried by Structure: STEPNEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.1 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: 41.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up