Bridge Statistics for South Windsor, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 180ft / 54.5mTotal length
- $3,891,000Total costs
- 369,966Total average daily traffic
- 30,343Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for South Windsor
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11920-1929
- 11930-1939
- 11950-1959
- 11960-1969
- 161990-1999
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 31980-1989
- Bridge Condition - Deck
- 72.7%Good
- 9.1%Satisfactory
- 18.2%Fair
- Bridge Condition - Superstructure
- 72.7%Good
- 18.2%Satisfactory
- 9.1%Serious
- Bridge Condition - Substructure
- 63.6%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 14.3%Good
- 57.1%Satisfactory
- 28.6%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 25.0%Satisfactory
- 25.0%Poor
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Structure Number: 918, Location: 2.32 MILES NORTH OF RTE 5 (Lat: 41.821706, Lng: -72.588744), Route carried "on" structure: State highway 30, Year Built: 1938, Year Reconstructed: 1993, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 8,300 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 12,333 (year 2039), Design Load: HS 20, Features Intersected: PODUNK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.251, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 92.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 71.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 918, Location: 2.32 MILES NORTH OF RTE 5 (Lat: 41.821706, Lng: -72.588744), Route carried "on" structure: State highway 30, Year Built: 1938, Year Reconstructed: 1993, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 8,300 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 12,333 (year 2039), Design Load: HS 20, Features Intersected: PODUNK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.251, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 92.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 71.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1432A, Location: 0.3 MILE WEST OF EXIT 4 (Lat: 41.808089, Lng: -72.624911), Route carried "on" structure: Interstate 291, Year Built: 1993, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 34,200 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 50,818 (year 2039), Design Load: HS 20, Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.734, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete 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: 12.2m (40.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Better than 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: 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: 1432A, Location: 0.3 MILE WEST OF EXIT 4 (Lat: 41.808089, Lng: -72.624911), Route carried "on" structure: Interstate 291, Year Built: 1993, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 34,200 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 50,818 (year 2039), Design Load: HS 20, Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.734, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete 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: 12.2m (40.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Better than 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: 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: 1432B, Location: 0.3 MILE WEST OF EXIT 4 (Lat: 41.807986, Lng: -72.624967), Route carried "on" structure: Interstate 291, Year Built: 1992, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 34,200 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 50,818 (year 2039), Design Load: HS 20, Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.734, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete 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: 12.4m (40.7ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Equal to present minimum criteria, Deck Geometry: Better than 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: 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: 1432B, Location: 0.3 MILE WEST OF EXIT 4 (Lat: 41.807986, Lng: -72.624967), Route carried "on" structure: Interstate 291, Year Built: 1992, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 34,200 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 50,818 (year 2039), Design Load: HS 20, Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.734, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete 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: 12.4m (40.7ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Equal to present minimum criteria, Deck Geometry: Better than 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: 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: 4156, Location: 0.6 MILES EAST OF ROUTE 5 (Lat: 41.815631, Lng: -72.598625), Route carried "on" structure: City street , Year Built: 1929, Year Reconstructed: 1988, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,248 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 7,798 (year 2038), Features Intersected: PODUNK RIVER, Facility Carried by Structure: PLEASANT VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4156, Location: 0.6 MILES EAST OF ROUTE 5 (Lat: 41.815631, Lng: -72.598625), Route carried "on" structure: City street , Year Built: 1929, Year Reconstructed: 1988, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,248 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 7,798 (year 2038), Features Intersected: PODUNK RIVER, Facility Carried by Structure: PLEASANT VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4174, Location: 0.5 MILES SOUTH OF I-291 (Lat: 41.802897, Lng: -72.628189), Route carried "on" structure: City street , Year Built: 1907, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,540 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 2,288 (year 2038), Design Load: HS 20, Features Intersected: PODUNK RIVER, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 7.2m (23.6ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Total Project Cost: $1,091,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4174, Location: 0.5 MILES SOUTH OF I-291 (Lat: 41.802897, Lng: -72.628189), Route carried "on" structure: City street , Year Built: 1907, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,540 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 2,288 (year 2038), Design Load: HS 20, Features Intersected: PODUNK RIVER, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 7.2m (23.6ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Total Project Cost: $1,091,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 4452, Location: 350 FEET WEST OF ROUTE 5 (Lat: 41.811894, Lng: -72.614014), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,071 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 1,591 (year 2036), Features Intersected: PODUNK RIVER, Facility Carried by Structure: CHAPEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.028, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 4452, Location: 350 FEET WEST OF ROUTE 5 (Lat: 41.811894, Lng: -72.614014), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,071 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 1,591 (year 2036), Features Intersected: PODUNK RIVER, Facility Carried by Structure: CHAPEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.028, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 5944, Location: 0.25 MILES WEST OF U.S. 5 (Lat: 41.806581, Lng: -72.619519), Route carried "on" structure: Interstate 291, Year Built: 1958, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 40,300 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 59,882 (year 2035), Features Intersected: PODUNK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.345, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 36 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Poor, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Total Project Cost: $2,800,000 ( Estimate for 2016)
Structure Number: 5944, Location: 0.25 MILES WEST OF U.S. 5 (Lat: 41.806581, Lng: -72.619519), Route carried "on" structure: Interstate 291, Year Built: 1958, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 40,300 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 59,882 (year 2035), Features Intersected: PODUNK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.345, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 36 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Poor, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Total Project Cost: $2,800,000 ( Estimate for 2016)
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Structure Number: 6250A, Location: 2.75 MILES EAST OF I-91 (Lat: 41.805400, Lng: -72.614436), Route carried "on" structure: Interstate 291, Year Built: 1993, Status: Open, Structure Length: 8.70m (28.54ft), Average Daily Traffic: 20,750 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 30,832 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 5 & CT SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.619, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 27.5 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: 21.4 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6250A, Location: 2.75 MILES EAST OF I-91 (Lat: 41.805400, Lng: -72.614436), Route carried "on" structure: Interstate 291, Year Built: 1993, Status: Open, Structure Length: 8.70m (28.54ft), Average Daily Traffic: 20,750 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 30,832 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 5 & CT SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.619, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 27.5 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: 21.4 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6250B, Location: 2.75 MILES EAST OF I-91 (Lat: 41.805283, Lng: -72.614486), Route carried "on" structure: Interstate 291, Year Built: 1993, Status: Open, Structure Length: 8.70m (28.54ft), Average Daily Traffic: 20,750 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 30,832 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 5 & CT SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.619, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 17.8 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: 13.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6250B, Location: 2.75 MILES EAST OF I-91 (Lat: 41.805283, Lng: -72.614486), Route carried "on" structure: Interstate 291, Year Built: 1993, Status: Open, Structure Length: 8.70m (28.54ft), Average Daily Traffic: 20,750 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 30,832 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 5 & CT SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.619, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 17.8 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: 13.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6251, Location: 2.75 MILES EAST OF I-91 (Lat: 41.805672, Lng: -72.614311), Route carried "on" structure: Ramp Interstate 291, Year Built: 1993, Status: Open, Structure Length: 8.70m (28.54ft), Average Daily Traffic: 3,850 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,721 (year 2040), Design Load: HS 20, Features Intersected: ROUTE 5 & CT SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 26.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.4 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6251, Location: 2.75 MILES EAST OF I-91 (Lat: 41.805672, Lng: -72.614311), Route carried "on" structure: Ramp Interstate 291, Year Built: 1993, Status: Open, Structure Length: 8.70m (28.54ft), Average Daily Traffic: 3,850 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,721 (year 2040), Design Load: HS 20, Features Intersected: ROUTE 5 & CT SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 26.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.4 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6252A, Location: 0.5 MILE NORTH OF US RT 5 (Lat: 41.804636, Lng: -72.611411), Route carried "on" structure: Interstate 291, Year Built: 1993, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 22,900 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 34,027 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.892, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.8m (147.0ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6252A, Location: 0.5 MILE NORTH OF US RT 5 (Lat: 41.804636, Lng: -72.611411), Route carried "on" structure: Interstate 291, Year Built: 1993, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 22,900 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 34,027 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.892, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.8m (147.0ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6252B, Location: 0.5 MILE SOUTH OF US RT 5 (Lat: 41.804542, Lng: -72.611631), Route carried "on" structure: Interstate 291, Year Built: 1993, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 22,900 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 34,027 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.892, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.9m (147.3ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 90.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 6252B, Location: 0.5 MILE SOUTH OF US RT 5 (Lat: 41.804542, Lng: -72.611631), Route carried "on" structure: Interstate 291, Year Built: 1993, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 22,900 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 34,027 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.892, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.9m (147.3ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 90.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 6269, Location: 1 MILE EAST ROUTE 5 (Lat: 41.803803, Lng: -72.594411), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 2,225 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,306 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE-291, Facility Carried by Structure: LONG HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.985, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 30.5 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: 23.7 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, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: 6269, Location: 1 MILE EAST ROUTE 5 (Lat: 41.803803, Lng: -72.594411), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 2,225 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,306 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE-291, Facility Carried by Structure: LONG HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.985, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 30.5 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: 23.7 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, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: 6287, Location: 0.1 MILE SOUTH OF RTE 30 (Lat: 41.823072, Lng: -72.552847), Route carried "on" structure: City street , Year Built: 1960, Year Reconstructed: 1994, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 16,930 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 25,156 (year 2036), Features Intersected: PLUM GULLY BROOK, Facility Carried by Structure: BUCKLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 22.7m (74.5ft)
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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6287, Location: 0.1 MILE SOUTH OF RTE 30 (Lat: 41.823072, Lng: -72.552847), Route carried "on" structure: City street , Year Built: 1960, Year Reconstructed: 1994, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 16,930 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 25,156 (year 2036), Features Intersected: PLUM GULLY BROOK, Facility Carried by Structure: BUCKLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 22.7m (74.5ft)
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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6618, Location: 0.1 MILE SOUTH OF RTE. 74 (Lat: 41.828258, Lng: -72.552003), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 102 (year 2016), Average Future Daily Traffic: 152 (year 2036), Features Intersected: PLUM GULLY BROOK, Facility Carried by Structure: PETERSEN WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft)
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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 6618, Location: 0.1 MILE SOUTH OF RTE. 74 (Lat: 41.828258, Lng: -72.552003), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 102 (year 2016), Average Future Daily Traffic: 152 (year 2036), Features Intersected: PLUM GULLY BROOK, Facility Carried by Structure: PETERSEN WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft)
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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 6250A, Location: 2.75 MILES EAST OF I-91 (Lat: 41.805400, Lng: -72.614436), Route carried "under" structure: US 5, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 23,400 (year 2016), Truck Traffic: 6%, Features Intersected: ROUTE 5 & CT SOUTHERN RR, Facility Carried by Structure: INTERSTATE-291 WB
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 62.378, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft)
Structure Number: 6250A, Location: 2.75 MILES EAST OF I-91 (Lat: 41.805400, Lng: -72.614436), Route carried "under" structure: US 5, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 23,400 (year 2016), Truck Traffic: 6%, Features Intersected: ROUTE 5 & CT SOUTHERN RR, Facility Carried by Structure: INTERSTATE-291 WB
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 62.378, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft)
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Structure Number: 6250B, Location: 2.75 MILES EAST OF I-91 (Lat: 41.805283, Lng: -72.614486), Route carried "under" structure: US 5, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 23,400 (year 2016), Truck Traffic: 6%, Features Intersected: ROUTE 5 & CT SOUTHERN RR, Facility Carried by Structure: INTERSTATE-291 EB
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 62.362, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft)
Structure Number: 6250B, Location: 2.75 MILES EAST OF I-91 (Lat: 41.805283, Lng: -72.614486), Route carried "under" structure: US 5, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 23,400 (year 2016), Truck Traffic: 6%, Features Intersected: ROUTE 5 & CT SOUTHERN RR, Facility Carried by Structure: INTERSTATE-291 EB
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 62.362, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft)
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Structure Number: 6251, Location: 2.75 MILES EAST OF I-91 (Lat: 41.805672, Lng: -72.614311), Route carried "under" structure: US 5, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 23,400 (year 2016), Truck Traffic: 6%, Features Intersected: ROUTE 5 & CT SOUTHERN RR, Facility Carried by Structure: I-291 RAMP C
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 62.410, Lanes on structure: 1, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft)
Structure Number: 6251, Location: 2.75 MILES EAST OF I-91 (Lat: 41.805672, Lng: -72.614311), Route carried "under" structure: US 5, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 23,400 (year 2016), Truck Traffic: 6%, Features Intersected: ROUTE 5 & CT SOUTHERN RR, Facility Carried by Structure: I-291 RAMP C
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 62.410, Lanes on structure: 1, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft)
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Structure Number: 6252A, Location: 0.5 MILE NORTH OF US RT 5 (Lat: 41.804636, Lng: -72.611411), Route carried "under" structure: State highway 30, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 7,300 (year 2016), Truck Traffic: 7%, Features Intersected: ROUTE 30, Facility Carried by Structure: INTERSTATE-291 WB
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.869, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.8m (147.0ft)
Structure Number: 6252A, Location: 0.5 MILE NORTH OF US RT 5 (Lat: 41.804636, Lng: -72.611411), Route carried "under" structure: State highway 30, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 7,300 (year 2016), Truck Traffic: 7%, Features Intersected: ROUTE 30, Facility Carried by Structure: INTERSTATE-291 WB
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.869, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.8m (147.0ft)
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Structure Number: 6252B, Location: 0.5 MILE SOUTH OF US RT 5 (Lat: 41.804542, Lng: -72.611631), Route carried "under" structure: State highway 30, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 7,300 (year 2016), Truck Traffic: 7%, Features Intersected: ROUTE 30, Facility Carried by Structure: INTERSTATE 291 EB
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 0.837, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.9m (147.3ft)
Structure Number: 6252B, Location: 0.5 MILE SOUTH OF US RT 5 (Lat: 41.804542, Lng: -72.611631), Route carried "under" structure: State highway 30, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 7,300 (year 2016), Truck Traffic: 7%, Features Intersected: ROUTE 30, Facility Carried by Structure: INTERSTATE 291 EB
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 0.837, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.9m (147.3ft)
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Structure Number: 6269, Location: 1 MILE EAST ROUTE 5 (Lat: 41.803803, Lng: -72.594411), Route carried "under" structure: Interstate 291, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 49,900 (year 2015), Truck Traffic: 10%, Features Intersected: INTERSTATE-291, Facility Carried by Structure: LONG HILL ROAD
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 6.389, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 6269, Location: 1 MILE EAST ROUTE 5 (Lat: 41.803803, Lng: -72.594411), Route carried "under" structure: Interstate 291, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 49,900 (year 2015), Truck Traffic: 10%, Features Intersected: INTERSTATE-291, Facility Carried by Structure: LONG HILL ROAD
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 6.389, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)