Bridge Statistics for Old Saybrook, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 30Number of bridges
- 735ft / 224mTotal length
- $1,750,000Total costs
- 624,948Total average daily traffic
- 65,780Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Old Saybrook
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 81950-1959
- 61960-1969
- 21970-1979
- 91990-1999
- 12000-2009
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 31980-1989
- 41990-1999
- Bridge Condition - Deck
- 4.3%Very good
- 56.5%Good
- 34.8%Satisfactory
- 4.3%Poor
- Bridge Condition - Superstructure
- 4.3%Very good
- 52.2%Good
- 26.1%Satisfactory
- 13.0%Fair
- 4.3%Poor
- Bridge Condition - Substructure
- 8.7%Very good
- 47.8%Good
- 39.1%Satisfactory
- 4.3%Fair
- Bridge Condition - Channel
- 11.1%Very good
- 44.4%Good
- 44.4%Satisfactory
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Structure Number: 233, Location: I-95 EXIT NO. 66 (Lat: 41.290600, Lng: -72.419728), Route carried "on" structure: State highway 166, Year Built: 1957, Year Reconstructed: 1993, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 9,100 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 13,522 (year 2036), Design Load: HS 20, Features Intersected: INTERSTATE-95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.060, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than 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: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 233, Location: I-95 EXIT NO. 66 (Lat: 41.290600, Lng: -72.419728), Route carried "on" structure: State highway 166, Year Built: 1957, Year Reconstructed: 1993, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 9,100 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 13,522 (year 2036), Design Load: HS 20, Features Intersected: INTERSTATE-95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.060, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than 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: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 234, Location: 0.5 MI N OF ROUTE 166 (Lat: 41.294225, Lng: -72.405911), Route carried "on" structure: Interstate 95, Year Built: 1957, Year Reconstructed: 1997, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 57,400 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 85,291 (year 2037), Design Load: H 20, Features Intersected: SCHOOL HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.958, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 27.0m (88.6ft), Out-to-Out Width: 28.9m (94.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 72.9 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: 56.1 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 234, Location: 0.5 MI N OF ROUTE 166 (Lat: 41.294225, Lng: -72.405911), Route carried "on" structure: Interstate 95, Year Built: 1957, Year Reconstructed: 1997, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 57,400 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 85,291 (year 2037), Design Load: H 20, Features Intersected: SCHOOL HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.958, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 27.0m (88.6ft), Out-to-Out Width: 28.9m (94.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 72.9 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: 56.1 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 236, Location: 0.1 MI S OF ROUTE 154 (Lat: 41.304239, Lng: -72.382300), Route carried "on" structure: Interstate 95, Year Built: 1957, Year Reconstructed: 1997, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 61,700 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 91,680 (year 2035), Design Load: HS 20, Features Intersected: VALLEY RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.260, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 32.2m (105.6ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 84.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 236, Location: 0.1 MI S OF ROUTE 154 (Lat: 41.304239, Lng: -72.382300), Route carried "on" structure: Interstate 95, Year Built: 1957, Year Reconstructed: 1997, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 61,700 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 91,680 (year 2035), Design Load: HS 20, Features Intersected: VALLEY RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.260, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 32.2m (105.6ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 84.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 237, Location: 1.3 MI S OF ROUTE 9 (Lat: 41.305189, Lng: -72.379714), Route carried "on" structure: Interstate 95, Year Built: 1957, Year Reconstructed: 1997, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 58,100 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 86,331 (year 2037), Design Load: HS 20, Features Intersected: ROUTE 154
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.485, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 26.9m (88.3ft), Out-to-Out Width: 28.9m (94.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 50.5 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 237, Location: 1.3 MI S OF ROUTE 9 (Lat: 41.305189, Lng: -72.379714), Route carried "on" structure: Interstate 95, Year Built: 1957, Year Reconstructed: 1997, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 58,100 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 86,331 (year 2037), Design Load: HS 20, Features Intersected: ROUTE 154
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.485, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 26.9m (88.3ft), Out-to-Out Width: 28.9m (94.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 50.5 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 238, Location: 0.6 MI S OF ROUTE 9 (Lat: 41.310547, Lng: -72.367011), Route carried "on" structure: Interstate 95, Year Built: 1957, Year Reconstructed: 1997, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 55,500 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 82,467 (year 2037), Design Load: H 20, Features Intersected: SR 628 {SPRING BROOK RD}
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 124.708, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 27.0m (88.6ft), Out-to-Out Width: 28.9m (94.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 61.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 238, Location: 0.6 MI S OF ROUTE 9 (Lat: 41.310547, Lng: -72.367011), Route carried "on" structure: Interstate 95, Year Built: 1957, Year Reconstructed: 1997, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 55,500 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 82,467 (year 2037), Design Load: H 20, Features Intersected: SR 628 {SPRING BROOK RD}
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 124.708, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 27.0m (88.6ft), Out-to-Out Width: 28.9m (94.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 61.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1386, Location: 0.8 MI S OF US ROUTE 1 (Lat: 41.276589, Lng: -72.393450), Route carried "on" structure: State highway 154, Year Built: 1935, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,500 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 5,201 (year 2039), Design Load: H 20, Features Intersected: BACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.0 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2021, Underwater Inspection Date: November 2021, Total Project Cost: $1,750,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1386, Location: 0.8 MI S OF US ROUTE 1 (Lat: 41.276589, Lng: -72.393450), Route carried "on" structure: State highway 154, Year Built: 1935, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,500 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 5,201 (year 2039), Design Load: H 20, Features Intersected: BACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.0 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2021, Underwater Inspection Date: November 2021, Total Project Cost: $1,750,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 23, Location: 0.1 MI S OF ROUTE 154 (Lat: 41.287617, Lng: -72.392133), Route carried "on" structure: US 1, Year Built: 1971, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 19,100 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 28,381 (year 2035), Design Load: HS 20, Features Intersected: OYSTER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 127.895, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 93.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 23, Location: 0.1 MI S OF ROUTE 154 (Lat: 41.287617, Lng: -72.392133), Route carried "on" structure: US 1, Year Built: 1971, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 19,100 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 28,381 (year 2035), Design Load: HS 20, Features Intersected: OYSTER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 127.895, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 93.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 2708, Location: 1.1 MI S OF US ROUTE 1 (Lat: 41.271919, Lng: -72.393472), Route carried "on" structure: State highway 154, Year Built: 2021, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 3,500 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 5,201 (year 2036), Design Load: HL 93, Features Intersected: PLUM BANK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.851, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 97.2 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: 97.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Galvanized Reinforcing
Structure Number: 2708, Location: 1.1 MI S OF US ROUTE 1 (Lat: 41.271919, Lng: -72.393472), Route carried "on" structure: State highway 154, Year Built: 2021, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 3,500 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 5,201 (year 2036), Design Load: HL 93, Features Intersected: PLUM BANK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.851, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 97.2 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: 97.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Galvanized Reinforcing
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Structure Number: 3334, Location: 0.7 MI N OF I-95 (Lat: 41.319319, Lng: -72.363481), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 15,600 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 23,180 (year 2039), Design Load: HS 20, Features Intersected: FLORAL PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.6 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: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 3334, Location: 0.7 MI N OF I-95 (Lat: 41.319319, Lng: -72.363481), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 15,600 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 23,180 (year 2039), Design Load: HS 20, Features Intersected: FLORAL PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.6 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: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 3335, Location: 0.7 MI N OF I-95 (Lat: 41.319592, Lng: -72.363311), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 30,900 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 45,914 (year 2039), Design Load: HS 20, Features Intersected: FLORAL PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 3335, Location: 0.7 MI N OF I-95 (Lat: 41.319592, Lng: -72.363311), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 30,900 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 45,914 (year 2039), Design Load: HS 20, Features Intersected: FLORAL PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 3336, Location: 1.5 MI N OF I-95 (Lat: 41.322808, Lng: -72.378275), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 12,150 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 18,054 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 154
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: 3336, Location: 1.5 MI N OF I-95 (Lat: 41.322808, Lng: -72.378275), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 12,150 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 18,054 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 154
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: 3337, Location: 1.5 MI N OF I-95 (Lat: 41.323211, Lng: -72.378189), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 12,150 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 18,054 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 154
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.478, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 3337, Location: 1.5 MI N OF I-95 (Lat: 41.323211, Lng: -72.378189), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 12,150 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 18,054 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 154
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.478, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 3836, Location: .25 MILES SOUTH OF I95 (Lat: 41.301319, Lng: -72.375214), Route carried "on" structure: US 1, Year Built: 1976, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 23,000 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 34,176 (year 2036), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.035, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 92.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than 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: Preformed Fabric
Structure Number: 3836, Location: .25 MILES SOUTH OF I95 (Lat: 41.301319, Lng: -72.375214), Route carried "on" structure: US 1, Year Built: 1976, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 23,000 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 34,176 (year 2036), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.035, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 92.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than 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: Preformed Fabric
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Structure Number: 4749, Location: 50' SOUTH/RED BIRD TRAIL (Lat: 41.278947, Lng: -72.405875), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 260 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 386 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: NEHANTIC TRAIL #2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4749, Location: 50' SOUTH/RED BIRD TRAIL (Lat: 41.278947, Lng: -72.405875), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 260 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 386 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: NEHANTIC TRAIL #2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 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: 5702, Location: 0.2 MI WEST OF US ROUTE 1 (Lat: 41.289108, Lng: -72.418633), Route carried "on" structure: State highway 166, Year Built: 1933, Year Reconstructed: 1988, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 12,500 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 18,574 (year 2036), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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: 18.6m (61.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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, Underclear: High priority of corrective action, 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: Preformed Fabric
Structure Number: 5702, Location: 0.2 MI WEST OF US ROUTE 1 (Lat: 41.289108, Lng: -72.418633), Route carried "on" structure: State highway 166, Year Built: 1933, Year Reconstructed: 1988, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 12,500 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 18,574 (year 2036), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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: 18.6m (61.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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, Underclear: High priority of corrective action, 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: Preformed Fabric
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Structure Number: 5923, Location: 0.4 MI N OF US ROUTE 1 (Lat: 41.293769, Lng: -72.394692), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 1,171 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,740 (year 2040), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD, Facility Carried by Structure: INGHAM HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 67.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5923, Location: 0.4 MI N OF US ROUTE 1 (Lat: 41.293769, Lng: -72.394692), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 1,171 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,740 (year 2040), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD, Facility Carried by Structure: INGHAM HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 67.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6021, Location: 0.3 MI N OF US ROUTE 1 (Lat: 41.291292, Lng: -72.404175), Route carried "on" structure: City street , Year Built: 1933, Year Reconstructed: 1991, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 3,017 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 4,483 (year 2037), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD, Facility Carried by Structure: SCHOOL HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 42.4 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: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to 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: 6021, Location: 0.3 MI N OF US ROUTE 1 (Lat: 41.291292, Lng: -72.404175), Route carried "on" structure: City street , Year Built: 1933, Year Reconstructed: 1991, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 3,017 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 4,483 (year 2037), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD, Facility Carried by Structure: SCHOOL HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 42.4 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: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to 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: 6172, Location: 1.4 MI N OF ROUTE 154 (Lat: 41.316150, Lng: -72.359164), Route carried "on" structure: Interstate 95, Year Built: 1992, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 58,700 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 87,222 (year 2037), Design Load: HS 20, Features Intersected: ROUTE 9 NB & I-95 TR 816
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 125.625, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.4m (139.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 42.7m (140.1ft), Out-to-Out Width: 45.8m (150.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 45.7 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: 35.3 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 6172, Location: 1.4 MI N OF ROUTE 154 (Lat: 41.316150, Lng: -72.359164), Route carried "on" structure: Interstate 95, Year Built: 1992, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 58,700 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 87,222 (year 2037), Design Load: HS 20, Features Intersected: ROUTE 9 NB & I-95 TR 816
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 125.625, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.4m (139.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 42.7m (140.1ft), Out-to-Out Width: 45.8m (150.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 45.7 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: 35.3 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 6200A, Location: .72 MI. OF ROUTE 156 (Lat: 41.318708, Lng: -72.347900), Route carried "on" structure: Interstate 95, Year Built: 1993, Status: Open, Structure Length: 77.88m (255.51ft), Average Daily Traffic: 38,300 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 56,910 (year 2035), Design Load: HS 20, Features Intersected: CONNECTICUT RV, FERRY RD
Minimum Vertical Clearance: 7.54m (24.74ft), Kilometerpoint: 126.253, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Navigation Control: Yes ( Vertical Clearance: 24.7m (81.0ft), Horizontal Clearance: 61.0m (200.1ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 11, Length of Maximum Span: 83.8m (274.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: Superior to present desirable criteria, Waterway Adequacy: Superior 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: October 2018, Underwater Inspection Date: October 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6200A, Location: .72 MI. OF ROUTE 156 (Lat: 41.318708, Lng: -72.347900), Route carried "on" structure: Interstate 95, Year Built: 1993, Status: Open, Structure Length: 77.88m (255.51ft), Average Daily Traffic: 38,300 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 56,910 (year 2035), Design Load: HS 20, Features Intersected: CONNECTICUT RV, FERRY RD
Minimum Vertical Clearance: 7.54m (24.74ft), Kilometerpoint: 126.253, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Navigation Control: Yes ( Vertical Clearance: 24.7m (81.0ft), Horizontal Clearance: 61.0m (200.1ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 11, Length of Maximum Span: 83.8m (274.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: Superior to present desirable criteria, Waterway Adequacy: Superior 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: October 2018, Underwater Inspection Date: October 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6200B, Location: .72 MI. W. OF ROUTE 156 (Lat: 41.318919, Lng: -72.348011), Route carried "on" structure: Interstate 95, Year Built: 1993, Status: Open, Structure Length: 77.88m (255.51ft), Average Daily Traffic: 38,300 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 56,910 (year 2035), Design Load: HS 20, Features Intersected: CONNECTICUT RV, FERRY RD
Minimum Vertical Clearance: 6.60m (21.65ft), Kilometerpoint: 126.253, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Navigation Control: Yes ( Vertical Clearance: 24.7m (81.0ft), Horizontal Clearance: 61.0m (200.1ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 11, Length of Maximum Span: 83.8m (274.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Superior to present desirable criteria, Waterway Adequacy: Superior 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: October 2018, Underwater Inspection Date: October 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6200B, Location: .72 MI. W. OF ROUTE 156 (Lat: 41.318919, Lng: -72.348011), Route carried "on" structure: Interstate 95, Year Built: 1993, Status: Open, Structure Length: 77.88m (255.51ft), Average Daily Traffic: 38,300 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 56,910 (year 2035), Design Load: HS 20, Features Intersected: CONNECTICUT RV, FERRY RD
Minimum Vertical Clearance: 6.60m (21.65ft), Kilometerpoint: 126.253, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Navigation Control: Yes ( Vertical Clearance: 24.7m (81.0ft), Horizontal Clearance: 61.0m (200.1ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 11, Length of Maximum Span: 83.8m (274.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Superior to present desirable criteria, Waterway Adequacy: Superior 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: October 2018, Underwater Inspection Date: October 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6274, Location: 3.9 MI N OF US ROUTE 1 (Lat: 41.274789, Lng: -72.356850), Route carried "on" structure: State highway 154, Year Built: 1994, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 3,863 (year 2036), Design Load: HS 20, Features Intersected: SOUTH COVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.196, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.0 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: 43.7 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater Inspection Date: November 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6274, Location: 3.9 MI N OF US ROUTE 1 (Lat: 41.274789, Lng: -72.356850), Route carried "on" structure: State highway 154, Year Built: 1994, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 3,863 (year 2036), Design Load: HS 20, Features Intersected: SOUTH COVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.196, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.0 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: 43.7 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater Inspection Date: November 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: 6275, Location: 4.08 MI NORTH OF ROUTE 1 (Lat: 41.277733, Lng: -72.354722), Route carried "on" structure: State highway 154, Year Built: 1994, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 3,863 (year 2036), Design Load: HS 20, Features Intersected: SOUTH COVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.566, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater Inspection Date: November 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6275, Location: 4.08 MI NORTH OF ROUTE 1 (Lat: 41.277733, Lng: -72.354722), Route carried "on" structure: State highway 154, Year Built: 1994, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 3,863 (year 2036), Design Load: HS 20, Features Intersected: SOUTH COVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.566, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater Inspection Date: November 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: 6276, Location: 4.34 MILES NORTH ROUTE 1 (Lat: 41.281008, Lng: -72.352342), Route carried "on" structure: State highway 154, Year Built: 1994, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 3,863 (year 2036), Design Load: HS 20, Features Intersected: SOUTH COVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.001, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater Inspection Date: November 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6276, Location: 4.34 MILES NORTH ROUTE 1 (Lat: 41.281008, Lng: -72.352342), Route carried "on" structure: State highway 154, Year Built: 1994, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 3,863 (year 2036), Design Load: HS 20, Features Intersected: SOUTH COVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.001, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater Inspection Date: November 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: 233, Location: I-95 EXIT NO. 66 (Lat: 41.290600, Lng: -72.419728), Route carried "under" structure: Interstate 95, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 58,000 (year 2017), Truck Traffic: 14%, Features Intersected: INTERSTATE-95, Facility Carried by Structure: ROUTE 166
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 119.735, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 233, Location: I-95 EXIT NO. 66 (Lat: 41.290600, Lng: -72.419728), Route carried "under" structure: Interstate 95, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 58,000 (year 2017), Truck Traffic: 14%, Features Intersected: INTERSTATE-95, Facility Carried by Structure: ROUTE 166
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 119.735, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
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Structure Number: 237, Location: 1.3 MI S OF ROUTE 9 (Lat: 41.305189, Lng: -72.379714), Route carried "under" structure: State highway 154, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 15,400 (year 2016), Truck Traffic: 6%, Features Intersected: ROUTE 154, Facility Carried by Structure: INTERSTATE-95
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 11.813, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 237, Location: 1.3 MI S OF ROUTE 9 (Lat: 41.305189, Lng: -72.379714), Route carried "under" structure: State highway 154, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 15,400 (year 2016), Truck Traffic: 6%, Features Intersected: ROUTE 154, Facility Carried by Structure: INTERSTATE-95
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 11.813, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 238, Location: 0.6 MI S OF ROUTE 9 (Lat: 41.310547, Lng: -72.367011), Route carried "under" structure: State highway 628, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 6,300 (year 2016), Truck Traffic: 9%, Features Intersected: SR 628 {SPRING BROOK RD}, Facility Carried by Structure: INTERSTATE-95
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.145, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 238, Location: 0.6 MI S OF ROUTE 9 (Lat: 41.310547, Lng: -72.367011), Route carried "under" structure: State highway 628, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 6,300 (year 2016), Truck Traffic: 9%, Features Intersected: SR 628 {SPRING BROOK RD}, Facility Carried by Structure: INTERSTATE-95
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.145, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
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Structure Number: 3336, Location: 1.5 MI N OF I-95 (Lat: 41.322808, Lng: -72.378275), Route carried "under" structure: State highway 154, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 9,100 (year 2016), Truck Traffic: 6%, Features Intersected: ROUTE 154, Facility Carried by Structure: ROUTE 9 SOUTHBOUND
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 13.889, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 3336, Location: 1.5 MI N OF I-95 (Lat: 41.322808, Lng: -72.378275), Route carried "under" structure: State highway 154, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 9,100 (year 2016), Truck Traffic: 6%, Features Intersected: ROUTE 154, Facility Carried by Structure: ROUTE 9 SOUTHBOUND
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 13.889, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: 3337, Location: 1.5 MI N OF I-95 (Lat: 41.323211, Lng: -72.378189), Route carried "under" structure: State highway 154, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 9,100 (year 2016), Truck Traffic: 6%, Features Intersected: ROUTE 154, Facility Carried by Structure: ROUTE 9 NORTHBOUND
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 13.937, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 3337, Location: 1.5 MI N OF I-95 (Lat: 41.323211, Lng: -72.378189), Route carried "under" structure: State highway 154, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 9,100 (year 2016), Truck Traffic: 6%, Features Intersected: ROUTE 154, Facility Carried by Structure: ROUTE 9 NORTHBOUND
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 13.937, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: 6172, Location: 1.4 MI N OF ROUTE 154 (Lat: 41.316150, Lng: -72.359164), Route carried "under" structure: State highway 9, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 2,700 (year 2017), Truck Traffic: 8%, Features Intersected: ROUTE 9 NB & I-95 TR 816
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.644, Lanes on structure: 7, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
Structure Number: 6172, Location: 1.4 MI N OF ROUTE 154 (Lat: 41.316150, Lng: -72.359164), Route carried "under" structure: State highway 9, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 2,700 (year 2017), Truck Traffic: 8%, Features Intersected: ROUTE 9 NB & I-95 TR 816
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.644, Lanes on structure: 7, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
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Structure Number: 6172, Location: 1.4 MI N OF ROUTE 154 (Lat: 41.316150, Lng: -72.359164), Route carried "under" structure: Ramp Interstate 95, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 10%, Features Intersected: ROUTE 9 NB & I-95 TR 816
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.016, Lanes on structure: 7, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
Structure Number: 6172, Location: 1.4 MI N OF ROUTE 154 (Lat: 41.316150, Lng: -72.359164), Route carried "under" structure: Ramp Interstate 95, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 10%, Features Intersected: ROUTE 9 NB & I-95 TR 816
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.016, Lanes on structure: 7, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)