Bridge Statistics for Long Hill, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 226ft / 69.1mTotal length
- 327,080Total average daily traffic
- 33,466Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Long Hill
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 191960-1969
- 31990-1999
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 02000-2009
- 22010-2019
- Bridge Condition - Deck
- 54.5%Good
- 36.4%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 27.3%Good
- 36.4%Satisfactory
- 36.4%Fair
- Bridge Condition - Substructure
- 54.5%Good
- 36.4%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 33.3%Satisfactory
- 66.7%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 1772, Location: 0.3 M N OF THAMES RIVER (Lat: 41.364250, Lng: -72.067475), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 31,250 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 46,434 (year 2037), Design Load: H 20, Features Intersected: ROUTE 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 153.419, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1772, Location: 0.3 M N OF THAMES RIVER (Lat: 41.364250, Lng: -72.067475), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 31,250 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 46,434 (year 2037), Design Load: H 20, Features Intersected: ROUTE 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 153.419, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1773, Location: 300 FT N OF US ROUTE 1 (Lat: 41.364039, Lng: -72.066264), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 31,250 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 46,434 (year 2037), Design Load: HS 20, Features Intersected: SR 900 (KINGS HIGHWAY)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 153.531, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.9m (88.3ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.0 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1773, Location: 300 FT N OF US ROUTE 1 (Lat: 41.364039, Lng: -72.066264), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 31,250 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 46,434 (year 2037), Design Load: HS 20, Features Intersected: SR 900 (KINGS HIGHWAY)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 153.531, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.9m (88.3ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.0 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1781, Location: 2.2 MI N OF ROUTE 12 (Lat: 41.361314, Lng: -72.027814), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 25,300 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 37,593 (year 2040), Design Load: HS 20, Features Intersected: ROUTE 117
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 156.879, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.9 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: 38.6 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1781, Location: 2.2 MI N OF ROUTE 12 (Lat: 41.361314, Lng: -72.027814), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 25,300 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 37,593 (year 2040), Design Load: HS 20, Features Intersected: ROUTE 117
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 156.879, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.9 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: 38.6 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: 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: 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: 1782, Location: 2.2 MI N OF ROUTE 12 (Lat: 41.362114, Lng: -72.027817), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 30,500 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 45,320 (year 2040), Design Load: HS 20, Features Intersected: ROUTE 117
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 156.895, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 48.9 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: 37.9 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: Meets minimum limits, Underclear: Meets minimum limits, 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: 1782, Location: 2.2 MI N OF ROUTE 12 (Lat: 41.362114, Lng: -72.027817), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 30,500 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 45,320 (year 2040), Design Load: HS 20, Features Intersected: ROUTE 117
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 156.895, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 48.9 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: 37.9 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: Meets minimum limits, Underclear: Meets minimum limits, 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: 1817, Location: I-95 SB EXIT NO. 87 (Lat: 41.360889, Lng: -72.056472), Route carried "on" structure: Ramp Interstate 95, Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 4,700 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 6,984 (year 2037), Design Load: HS 20, Features Intersected: INTERSTATE-95 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 43.9m (144.0ft), 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: Fair, Substructure: Good, Operating Rating: 66.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1817, Location: I-95 SB EXIT NO. 87 (Lat: 41.360889, Lng: -72.056472), Route carried "on" structure: Ramp Interstate 95, Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 4,700 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 6,984 (year 2037), Design Load: HS 20, Features Intersected: INTERSTATE-95 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 43.9m (144.0ft), 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: Fair, Substructure: Good, Operating Rating: 66.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3328, Location: 0.6 MI N OF ROUTE 12 (Lat: 41.361014, Lng: -72.057642), Route carried "on" structure: Ramp Interstate 95, Year Built: 1966, Status: Open, Structure Length: 20.15m (66.11ft), Average Daily Traffic: 5,730 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 8,514 (year 2040), Design Load: HS 20, Features Intersected: I-95 NB & I-95 SB TR 822
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 59.0 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: 45.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 3328, Location: 0.6 MI N OF ROUTE 12 (Lat: 41.361014, Lng: -72.057642), Route carried "on" structure: Ramp Interstate 95, Year Built: 1966, Status: Open, Structure Length: 20.15m (66.11ft), Average Daily Traffic: 5,730 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 8,514 (year 2040), Design Load: HS 20, Features Intersected: I-95 NB & I-95 SB TR 822
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 59.0 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: 45.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 3329, Location: 0.3 MI S OF ROUTE 12 (Lat: 41.359836, Lng: -72.063875), Route carried "on" structure: US 1, Year Built: 1966, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 24,900 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 36,999 (year 2037), Design Load: HS 20, Features Intersected: ROUTE 349
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.084, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 30.0m (98.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.9 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: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 3329, Location: 0.3 MI S OF ROUTE 12 (Lat: 41.359836, Lng: -72.063875), Route carried "on" structure: US 1, Year Built: 1966, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 24,900 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 36,999 (year 2037), Design Load: HS 20, Features Intersected: ROUTE 349
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.084, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 30.0m (98.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.9 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: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 333, Location: 0.9 MI S OF I-95 (Lat: 41.358386, Lng: -72.068283), Route carried "on" structure: State highway 349, Year Built: 1966, Year Reconstructed: 2019, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 9,750 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 14,488 (year 2037), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.327, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 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: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 333, Location: 0.9 MI S OF I-95 (Lat: 41.358386, Lng: -72.068283), Route carried "on" structure: State highway 349, Year Built: 1966, Year Reconstructed: 2019, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 9,750 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 14,488 (year 2037), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.327, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 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: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 3331, Location: 1 MILE S OF INTERSTATE-95 (Lat: 41.358211, Lng: -72.068047), Route carried "on" structure: State highway 349, Year Built: 1966, Year Reconstructed: 2019, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 9,750 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 14,488 (year 2037), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.327, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3331, Location: 1 MILE S OF INTERSTATE-95 (Lat: 41.358211, Lng: -72.068047), Route carried "on" structure: State highway 349, Year Built: 1966, Year Reconstructed: 2019, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 9,750 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 14,488 (year 2037), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.327, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3362, Location: 1.5 MI W OF US ROUTE 1 (Lat: 41.336314, Lng: -72.049964), Route carried "on" structure: State highway 649, Year Built: 1966, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,100 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 4,606 (year 2037), Design Load: HS 20, Features Intersected: BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: 23.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 3362, Location: 1.5 MI W OF US ROUTE 1 (Lat: 41.336314, Lng: -72.049964), Route carried "on" structure: State highway 649, Year Built: 1966, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,100 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 4,606 (year 2037), Design Load: HS 20, Features Intersected: BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: 23.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 6181, Location: 0.4 MI WEST OF US ROUTE 1 (Lat: 41.353292, Lng: -72.064572), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 4,342 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 6,452 (year 2040), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD, Facility Carried by Structure: MERIDIAN ST EXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 2, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 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: 6181, Location: 0.4 MI WEST OF US ROUTE 1 (Lat: 41.353292, Lng: -72.064572), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 4,342 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 6,452 (year 2040), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD, Facility Carried by Structure: MERIDIAN ST EXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 2, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 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: 6285, Location: 0.3 MI N OF US ROUTE 1 (Lat: 41.353131, Lng: -72.052792), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 6,118 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 9,091 (year 2040), Design Load: HS 20, Features Intersected: BROOK, Facility Carried by Structure: DROZDYK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 6285, Location: 0.3 MI N OF US ROUTE 1 (Lat: 41.353131, Lng: -72.052792), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 6,118 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 9,091 (year 2040), Design Load: HS 20, Features Intersected: BROOK, Facility Carried by Structure: DROZDYK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 6517, Location: 0.5 MI S OF US ROUTE 1 (Lat: 41.346717, Lng: -72.037953), Route carried "on" structure: US 1, Year Built: 1994, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 12,900 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 19,168 (year 2040), Design Load: HS 20, Features Intersected: POQUONOCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 169.062, 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: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, 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: 6517, Location: 0.5 MI S OF US ROUTE 1 (Lat: 41.346717, Lng: -72.037953), Route carried "on" structure: US 1, Year Built: 1994, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 12,900 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 19,168 (year 2040), Design Load: HS 20, Features Intersected: POQUONOCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 169.062, 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: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, 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: 1641, Location: 0.3 MI W OF USROUTE 1 (Lat: 41.341956, Lng: -72.038947), Route carried "under" structure: Alternate State highway 649, Year Built: 1920, Structure Length: 0. m, Average Daily Traffic: 3,900 (year 2015), Truck Traffic: 5%, Features Intersected: SR 649, Facility Carried by Structure: AMTRAK
Minimum Vertical Clearance: 3.96m (12.99ft), Kilometerpoint: 3.782, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 9.4m (30.8ft)
Structure Number: 1641, Location: 0.3 MI W OF USROUTE 1 (Lat: 41.341956, Lng: -72.038947), Route carried "under" structure: Alternate State highway 649, Year Built: 1920, Structure Length: 0. m, Average Daily Traffic: 3,900 (year 2015), Truck Traffic: 5%, Features Intersected: SR 649, Facility Carried by Structure: AMTRAK
Minimum Vertical Clearance: 3.96m (12.99ft), Kilometerpoint: 3.782, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 9.4m (30.8ft)
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Structure Number: 1772, Location: 0.3 M N OF THAMES RIVER (Lat: 41.364250, Lng: -72.067475), Route carried "under" structure: State highway 12, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 21,100 (year 2017), Truck Traffic: 5%, Features Intersected: ROUTE 12, Facility Carried by Structure: INTERSTATE-95 NB
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.145, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
Structure Number: 1772, Location: 0.3 M N OF THAMES RIVER (Lat: 41.364250, Lng: -72.067475), Route carried "under" structure: State highway 12, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 21,100 (year 2017), Truck Traffic: 5%, Features Intersected: ROUTE 12, Facility Carried by Structure: INTERSTATE-95 NB
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.145, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
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Structure Number: 1773, Location: 300 FT N OF US ROUTE 1 (Lat: 41.364039, Lng: -72.066264), Route carried "under" structure: State highway 900, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 3,900 (year 2017), Truck Traffic: 1%, Features Intersected: SR 900 (KINGS HIGHWAY), Facility Carried by Structure: INTERSTATE-95 NB
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.209, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.9m (88.3ft)
Structure Number: 1773, Location: 300 FT N OF US ROUTE 1 (Lat: 41.364039, Lng: -72.066264), Route carried "under" structure: State highway 900, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 3,900 (year 2017), Truck Traffic: 1%, Features Intersected: SR 900 (KINGS HIGHWAY), Facility Carried by Structure: INTERSTATE-95 NB
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.209, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.9m (88.3ft)
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Structure Number: 1774, Location: 0.1 MI N OF US ROUTE 1 (Lat: 41.364397, Lng: -72.065917), Route carried "under" structure: State highway 900, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 3,900 (year 2017), Truck Traffic: 1%, Features Intersected: SR 900 (KINGS HIGHWAY), Facility Carried by Structure: INTERSTATE-95 SB
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 0.161, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 1774, Location: 0.1 MI N OF US ROUTE 1 (Lat: 41.364397, Lng: -72.065917), Route carried "under" structure: State highway 900, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 3,900 (year 2017), Truck Traffic: 1%, Features Intersected: SR 900 (KINGS HIGHWAY), Facility Carried by Structure: INTERSTATE-95 SB
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 0.161, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
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Structure Number: 1781, Location: 2.2 MI N OF ROUTE 12 (Lat: 41.361314, Lng: -72.027814), Route carried "under" structure: State highway 117, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 9,700 (year 2020), Truck Traffic: 5%, Features Intersected: ROUTE 117, Facility Carried by Structure: INTERSTATE-95 NB
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 1.690, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 1781, Location: 2.2 MI N OF ROUTE 12 (Lat: 41.361314, Lng: -72.027814), Route carried "under" structure: State highway 117, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 9,700 (year 2020), Truck Traffic: 5%, Features Intersected: ROUTE 117, Facility Carried by Structure: INTERSTATE-95 NB
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 1.690, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 1782, Location: 2.2 MI N OF ROUTE 12 (Lat: 41.362114, Lng: -72.027817), Route carried "under" structure: State highway 117, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 9,700 (year 2020), Truck Traffic: 5%, Features Intersected: ROUTE 117, Facility Carried by Structure: INTERSTATE-95 SB
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 1.770, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 1782, Location: 2.2 MI N OF ROUTE 12 (Lat: 41.362114, Lng: -72.027817), Route carried "under" structure: State highway 117, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 9,700 (year 2020), Truck Traffic: 5%, Features Intersected: ROUTE 117, Facility Carried by Structure: INTERSTATE-95 SB
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 1.770, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 1817, Location: I-95 SB EXIT NO. 87 (Lat: 41.360889, Lng: -72.056472), Route carried "under" structure: Interstate 95, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 26,100 (year 2017), Truck Traffic: 15%, Features Intersected: INTERSTATE-95 NB
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 154.465, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft)
Structure Number: 1817, Location: I-95 SB EXIT NO. 87 (Lat: 41.360889, Lng: -72.056472), Route carried "under" structure: Interstate 95, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 26,100 (year 2017), Truck Traffic: 15%, Features Intersected: INTERSTATE-95 NB
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 154.465, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft)
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Structure Number: 3328, Location: 0.6 MI N OF ROUTE 12 (Lat: 41.361014, Lng: -72.057642), Route carried "under" structure: Interstate 95, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 28,600 (year 2017), Truck Traffic: 14%, Features Intersected: I-95 NB & I-95 SB TR 822
Minimum Vertical Clearance: 7.16m (23.49ft), Kilometerpoint: 154.336, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: 3328, Location: 0.6 MI N OF ROUTE 12 (Lat: 41.361014, Lng: -72.057642), Route carried "under" structure: Interstate 95, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 28,600 (year 2017), Truck Traffic: 14%, Features Intersected: I-95 NB & I-95 SB TR 822
Minimum Vertical Clearance: 7.16m (23.49ft), Kilometerpoint: 154.336, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
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Structure Number: 3328, Location: 0.6 MI N OF ROUTE 12 (Lat: 41.361014, Lng: -72.057642), Route carried "under" structure: Ramp Interstate 95, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 4,890 (year 2020), Truck Traffic: 10%, Features Intersected: I-95 NB & I-95 SB TR 822
Minimum Vertical Clearance: 6.45m (21.16ft), Kilometerpoint: 0.257, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: 3328, Location: 0.6 MI N OF ROUTE 12 (Lat: 41.361014, Lng: -72.057642), Route carried "under" structure: Ramp Interstate 95, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 4,890 (year 2020), Truck Traffic: 10%, Features Intersected: I-95 NB & I-95 SB TR 822
Minimum Vertical Clearance: 6.45m (21.16ft), Kilometerpoint: 0.257, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
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Structure Number: 3329, Location: 0.3 MI S OF ROUTE 12 (Lat: 41.359836, Lng: -72.063875), Route carried "under" structure: State highway 349, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 15,700 (year 2017), Truck Traffic: 6%, Features Intersected: ROUTE 349, Facility Carried by Structure: US ROUTE 1
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 5.713, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: 3329, Location: 0.3 MI S OF ROUTE 12 (Lat: 41.359836, Lng: -72.063875), Route carried "under" structure: State highway 349, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 15,700 (year 2017), Truck Traffic: 6%, Features Intersected: ROUTE 349, Facility Carried by Structure: US ROUTE 1
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 5.713, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)