Bridge Statistics for Mystic, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 161ft / 49.3mTotal length
- 246,101Total average daily traffic
- 22,561Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Mystic
- No street view available for this location
- New bridges - historical statistics
- 141960-1969
- 11980-1989
- 21990-1999
- Bridge Condition - Deck
- 27.3%Good
- 54.5%Satisfactory
- 18.2%Fair
- Bridge Condition - Superstructure
- 72.7%Satisfactory
- 27.3%Fair
- Bridge Condition - Substructure
- 54.5%Good
- 45.5%Satisfactory
- Bridge Condition - Channel
- 40.0%Very good
- 40.0%Good
- 20.0%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 1793, Location: 0.5 MI N OF ROUTE 27 (Lat: 41.374389, Lng: -71.948650), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 22,400 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 33,284 (year 2040), Design Load: H 20, Features Intersected: JERRY BROWNE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.863, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 15 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 69.7 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: 53.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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
Structure Number: 1793, Location: 0.5 MI N OF ROUTE 27 (Lat: 41.374389, Lng: -71.948650), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 22,400 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 33,284 (year 2040), Design Load: H 20, Features Intersected: JERRY BROWNE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.863, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 15 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 69.7 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: 53.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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
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Structure Number: 1794, Location: 0.6 MI N OF ROUTE 27 (Lat: 41.373875, Lng: -71.948067), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 22,400 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 33,284 (year 2040), Design Load: H 20, Features Intersected: JERRY BROWNE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.928, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 15 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.6 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: 46.0 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: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1794, Location: 0.6 MI N OF ROUTE 27 (Lat: 41.373875, Lng: -71.948067), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 22,400 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 33,284 (year 2040), Design Load: H 20, Features Intersected: JERRY BROWNE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.928, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 15 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.6 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: 46.0 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: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1795, Location: 1.5 MI N OF ROUTE 27 (Lat: 41.372078, Lng: -71.929994), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 22,400 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 33,284 (year 2040), Design Load: HS 20, Features Intersected: MYSTIC RES&DEANS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.473, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.2m (82.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 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: Equal to present minimum criteria, Underclear: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1795, Location: 1.5 MI N OF ROUTE 27 (Lat: 41.372078, Lng: -71.929994), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 22,400 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 33,284 (year 2040), Design Load: HS 20, Features Intersected: MYSTIC RES&DEANS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.473, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.2m (82.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 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: Equal to present minimum criteria, Underclear: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1796, Location: 1.5 MI N. OF ROUTE 27 (Lat: 41.372361, Lng: -71.929950), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 22,400 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 33,284 (year 2040), Design Load: H 20, Features Intersected: MYSTIC RES&DEANS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.489, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.6m (80.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 67.4 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: 51.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1796, Location: 1.5 MI N. OF ROUTE 27 (Lat: 41.372361, Lng: -71.929950), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 22,400 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 33,284 (year 2040), Design Load: H 20, Features Intersected: MYSTIC RES&DEANS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.489, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.6m (80.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 67.4 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: 51.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1797, Location: 2.2 MI N OF ROUTE 27 (Lat: 41.374847, Lng: -71.917761), Route carried "on" structure: State highway 234, Year Built: 1964, Status: Open, Structure Length: 6.12m (20.08ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,080 (year 2040), Design Load: H 20, Features Intersected: INTERSTATE-95 SOUTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.879, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.7m (77.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, 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
Structure Number: 1797, Location: 2.2 MI N OF ROUTE 27 (Lat: 41.374847, Lng: -71.917761), Route carried "on" structure: State highway 234, Year Built: 1964, Status: Open, Structure Length: 6.12m (20.08ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,080 (year 2040), Design Load: H 20, Features Intersected: INTERSTATE-95 SOUTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.879, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.7m (77.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, 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
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Structure Number: 1798, Location: 2 MILES NORTH OF ROUTE 27 (Lat: 41.374344, Lng: -71.916744), Route carried "on" structure: State highway 234, Year Built: 1964, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,080 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE-95 NORTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.975, Lanes on structure: 2, Lanes under structure: 2, 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: 3, Length of Maximum Span: 24.2m (79.4ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 43.7 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: 33.7 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1798, Location: 2 MILES NORTH OF ROUTE 27 (Lat: 41.374344, Lng: -71.916744), Route carried "on" structure: State highway 234, Year Built: 1964, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,080 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE-95 NORTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.975, Lanes on structure: 2, Lanes under structure: 2, 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: 3, Length of Maximum Span: 24.2m (79.4ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 43.7 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: 33.7 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1799, Location: I-95 NB EXIT NO. 91 (Lat: 41.377128, Lng: -71.906686), Route carried "on" structure: Ramp Interstate 95, Year Built: 1964, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,900 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 7,281 (year 2040), Design Load: H 20, Features Intersected: STONY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021
Structure Number: 1799, Location: I-95 NB EXIT NO. 91 (Lat: 41.377128, Lng: -71.906686), Route carried "on" structure: Ramp Interstate 95, Year Built: 1964, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,900 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 7,281 (year 2040), Design Load: H 20, Features Intersected: STONY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021
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Structure Number: 18, Location: 0.6 MI N OF ROUTE 234 (Lat: 41.377653, Lng: -71.906700), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 17,500 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 26,003 (year 2040), Design Load: H 20, Features Intersected: STONY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 167.549, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 18, Location: 0.6 MI N OF ROUTE 234 (Lat: 41.377653, Lng: -71.906700), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 17,500 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 26,003 (year 2040), Design Load: H 20, Features Intersected: STONY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 167.549, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 1802, Location: 0.7 MI N OF ROUTE 234 (Lat: 41.378608, Lng: -71.904533), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 19,900 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 29,569 (year 2037), Design Load: HS 20, Features Intersected: TAUGWONK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 167.742, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 24.9 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: 19.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1802, Location: 0.7 MI N OF ROUTE 234 (Lat: 41.378608, Lng: -71.904533), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 19,900 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 29,569 (year 2037), Design Load: HS 20, Features Intersected: TAUGWONK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 167.742, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 24.9 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: 19.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1803, Location: 0.8 MI N OF ROUTE 234 (Lat: 41.379289, Lng: -71.904614), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 24,500 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 36,405 (year 2037), Design Load: HS 20, Features Intersected: TAUGWONK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 167.774, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 21.7 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: 16.8 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1803, Location: 0.8 MI N OF ROUTE 234 (Lat: 41.379289, Lng: -71.904614), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 24,500 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 36,405 (year 2037), Design Load: HS 20, Features Intersected: TAUGWONK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 167.774, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 21.7 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: 16.8 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1897, Location: 0.1 MI N OF ROUTE 27 (Lat: 41.349981, Lng: -71.959186), Route carried "on" structure: US 1, Year Built: 1994, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 12,800 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 19,020 (year 2037), Design Load: HS 20, Features Intersected: PEQUOTSEPOS COVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.658, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Underwater Inspection Date: Febuary 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1897, Location: 0.1 MI N OF ROUTE 27 (Lat: 41.349981, Lng: -71.959186), Route carried "on" structure: US 1, Year Built: 1994, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 12,800 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 19,020 (year 2037), Design Load: HS 20, Features Intersected: PEQUOTSEPOS COVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.658, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Underwater Inspection Date: Febuary 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: 3904, Location: 0.1 MI S OF US ROUTE 1 (Lat: 41.346372, Lng: -71.956050), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 2,061 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 3,062 (year 2037), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD, Facility Carried by Structure: MASONS ISLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3904, Location: 0.1 MI S OF US ROUTE 1 (Lat: 41.346372, Lng: -71.956050), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 2,061 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 3,062 (year 2037), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD, Facility Carried by Structure: MASONS ISLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5447, Location: 0.5 MI S OF US ROUTE 1 (Lat: 41.338447, Lng: -71.932092), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 2.06m (6.76ft), Average Daily Traffic: 640 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 951 (year 2037), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD, Facility Carried by Structure: NOYES AVENUE NO. 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 84.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 5447, Location: 0.5 MI S OF US ROUTE 1 (Lat: 41.338447, Lng: -71.932092), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 2.06m (6.76ft), Average Daily Traffic: 640 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 951 (year 2037), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD, Facility Carried by Structure: NOYES AVENUE NO. 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 84.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 1791, Location: 0.4 MI N OF MYSTIC RIVER (Lat: 41.375006, Lng: -71.959117), Route carried "under" structure: State highway 27, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 13,300 (year 2017), Truck Traffic: 10%, Features Intersected: ROUTE 27, Facility Carried by Structure: INTERSTATE-95 NB
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 2.784, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 1791, Location: 0.4 MI N OF MYSTIC RIVER (Lat: 41.375006, Lng: -71.959117), Route carried "under" structure: State highway 27, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 13,300 (year 2017), Truck Traffic: 10%, Features Intersected: ROUTE 27, Facility Carried by Structure: INTERSTATE-95 NB
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 2.784, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 1792, Location: 0.4 MI N OF MYSTIC RIVER (Lat: 41.375461, Lng: -71.958836), Route carried "under" structure: State highway 27, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 13,300 (year 2017), Truck Traffic: 5%, Features Intersected: ROUTE 27, Facility Carried by Structure: INTERSTATE-95 SB
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 2.832, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 1792, Location: 0.4 MI N OF MYSTIC RIVER (Lat: 41.375461, Lng: -71.958836), Route carried "under" structure: State highway 27, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 13,300 (year 2017), Truck Traffic: 5%, Features Intersected: ROUTE 27, Facility Carried by Structure: INTERSTATE-95 SB
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 2.832, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 1797, Location: 2.2 MI N OF ROUTE 27 (Lat: 41.374847, Lng: -71.917761), Route carried "under" structure: Interstate 95, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 22,400 (year 2020), Truck Traffic: 9%, Features Intersected: INTERSTATE-95 SOUTHBOUND, Facility Carried by Structure: ROUTE 234
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 166.567, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.7m (77.8ft)
Structure Number: 1797, Location: 2.2 MI N OF ROUTE 27 (Lat: 41.374847, Lng: -71.917761), Route carried "under" structure: Interstate 95, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 22,400 (year 2020), Truck Traffic: 9%, Features Intersected: INTERSTATE-95 SOUTHBOUND, Facility Carried by Structure: ROUTE 234
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 166.567, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.7m (77.8ft)
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Structure Number: 1798, Location: 2 MILES NORTH OF ROUTE 27 (Lat: 41.374344, Lng: -71.916744), Route carried "under" structure: Interstate 95, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 22,400 (year 2020), Truck Traffic: 9%, Features Intersected: INTERSTATE-95 NORTHBOUND, Facility Carried by Structure: ROUTE 234
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 166.631, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.2m (79.4ft)
Structure Number: 1798, Location: 2 MILES NORTH OF ROUTE 27 (Lat: 41.374344, Lng: -71.916744), Route carried "under" structure: Interstate 95, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 22,400 (year 2020), Truck Traffic: 9%, Features Intersected: INTERSTATE-95 NORTHBOUND, Facility Carried by Structure: ROUTE 234
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 166.631, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.2m (79.4ft)