Bridge Statistics for Westbrook, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 200ft / 61.0mTotal length
- $8,750,000Total costs
- 478,255Total average daily traffic
- 49,091Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Westbrook
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 21930-1939
- 101950-1959
- 11970-1979
- 11980-1989
- 51990-1999
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 21960-1969
- 01970-1979
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 5.9%Very good
- 41.2%Good
- 23.5%Satisfactory
- 23.5%Fair
- 5.9%Poor
- Bridge Condition - Superstructure
- 11.8%Very good
- 29.4%Good
- 29.4%Satisfactory
- 23.5%Fair
- 5.9%Poor
- Bridge Condition - Substructure
- 11.8%Very good
- 52.9%Good
- 29.4%Satisfactory
- 5.9%Fair
- Bridge Condition - Channel
- 44.4%Very good
- 44.4%Good
- 11.1%Satisfactory
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Structure Number: 23, Location: INTERSTATE-95 EXIT NO. 6 (Lat: 41.044522, Lng: -73.558436), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 1995, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 122,700 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 182,320 (year 2037), Design Load: H 20, Features Intersected: WEST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.654, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 38.9m (127.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 23, Location: INTERSTATE-95 EXIT NO. 6 (Lat: 41.044522, Lng: -73.558436), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 1995, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 122,700 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 182,320 (year 2037), Design Load: H 20, Features Intersected: WEST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.654, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 38.9m (127.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 227, Location: 0.3 MI N OF ROUTE 145 (Lat: 41.292444, Lng: -72.493400), Route carried "on" structure: City street , Year Built: 1957, Year Reconstructed: 1972, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 264 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 392 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE-95, Facility Carried by Structure: CHAPMAN MILLPOND R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 36.9 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: 28.2 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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
Structure Number: 227, Location: 0.3 MI N OF ROUTE 145 (Lat: 41.292444, Lng: -72.493400), Route carried "on" structure: City street , Year Built: 1957, Year Reconstructed: 1972, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 264 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 392 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE-95, Facility Carried by Structure: CHAPMAN MILLPOND R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 36.9 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: 28.2 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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
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Structure Number: 228, Location: 2.4 MI S OF ROUTE 153 (Lat: 41.293986, Lng: -72.488567), Route carried "on" structure: State highway 145, Year Built: 1957, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 9,500 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 14,116 (year 2036), Design Load: HS 20, Features Intersected: INTERSTATE-95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, 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: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.2 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: 31.1 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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
Structure Number: 228, Location: 2.4 MI S OF ROUTE 153 (Lat: 41.293986, Lng: -72.488567), Route carried "on" structure: State highway 145, Year Built: 1957, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 9,500 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 14,116 (year 2036), Design Load: HS 20, Features Intersected: INTERSTATE-95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, 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: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.2 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: 31.1 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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
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Structure Number: 229, Location: 1.7 MI N OF US ROUTE 145 (Lat: 41.291650, Lng: -72.456078), Route carried "on" structure: Interstate 95, Year Built: 1957, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 60,500 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 89,897 (year 2035), Design Load: H 20, Features Intersected: POND MEADOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 116.677, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.4m (93.2ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 28.4m (93.2ft), Out-to-Out Width: 31.5m (103.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 45.4 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: 35.0 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: 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 229, Location: 1.7 MI N OF US ROUTE 145 (Lat: 41.291650, Lng: -72.456078), Route carried "on" structure: Interstate 95, Year Built: 1957, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 60,500 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 89,897 (year 2035), Design Load: H 20, Features Intersected: POND MEADOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 116.677, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.4m (93.2ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 28.4m (93.2ft), Out-to-Out Width: 31.5m (103.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 45.4 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: 35.0 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: 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: 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: 23, Location: 2.0 MI N OF ROUTE 145 (Lat: 41.292072, Lng: -72.450692), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 5.37m (17.62ft), Average Daily Traffic: 2,455 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,648 (year 2041), Design Load: H 20, Features Intersected: INTERSTATE-95, Facility Carried by Structure: WILLARD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.789, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Total Project Cost: $2,450,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 23, Location: 2.0 MI N OF ROUTE 145 (Lat: 41.292072, Lng: -72.450692), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 5.37m (17.62ft), Average Daily Traffic: 2,455 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,648 (year 2041), Design Load: H 20, Features Intersected: INTERSTATE-95, Facility Carried by Structure: WILLARD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.789, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Total Project Cost: $2,450,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 232, Location: I-95 EXIT NO. 65 (Lat: 41.291733, Lng: -72.443811), Route carried "on" structure: State highway 153, Year Built: 1957, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 12,200 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 18,128 (year 2036), Design Load: H 20, Features Intersected: INTERSTATE-95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.789, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Total Project Cost: $6,300,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 232, Location: I-95 EXIT NO. 65 (Lat: 41.291733, Lng: -72.443811), Route carried "on" structure: State highway 153, Year Built: 1957, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 12,200 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 18,128 (year 2036), Design Load: H 20, Features Intersected: INTERSTATE-95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.789, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Total Project Cost: $6,300,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 666, Location: 1 MILE NORTH OF ROUTE 201 (Lat: 41.620294, Lng: -71.975314), Route carried "on" structure: State highway 12, Year Built: 1930, Year Reconstructed: 1986, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 4,800 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 7,132 (year 2037), Design Load: HS 20, Features Intersected: PROV & WORC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.422, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.5m (70.5ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 666, Location: 1 MILE NORTH OF ROUTE 201 (Lat: 41.620294, Lng: -71.975314), Route carried "on" structure: State highway 12, Year Built: 1930, Year Reconstructed: 1986, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 4,800 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 7,132 (year 2037), Design Load: HS 20, Features Intersected: PROV & WORC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.422, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.5m (70.5ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1385, Location: 0.3 MI S OF I-95 (Lat: 41.288878, Lng: -72.446972), Route carried "on" structure: State highway 153, Year Built: 1933, Year Reconstructed: 1963, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 11,600 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 17,236 (year 2038), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1385, Location: 0.3 MI S OF I-95 (Lat: 41.288878, Lng: -72.446972), Route carried "on" structure: State highway 153, Year Built: 1933, Year Reconstructed: 1963, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 11,600 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 17,236 (year 2038), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 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: 3527, Location: 0.2 MI N OF US ROUTE 1 (Lat: 41.277647, Lng: -72.485339), Route carried "on" structure: State highway 625, Year Built: 1890, Year Reconstructed: 1968, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5,000 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 7,430 (year 2036), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, 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: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 74.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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: 3527, Location: 0.2 MI N OF US ROUTE 1 (Lat: 41.277647, Lng: -72.485339), Route carried "on" structure: State highway 625, Year Built: 1890, Year Reconstructed: 1968, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5,000 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 7,430 (year 2036), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, 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: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 74.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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: 4807, Location: 750 FEET N OF U.S.ROUTE 1 (Lat: 41.287800, Lng: -72.451556), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,305 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,911 (year 2040), Design Load: HS 20, Features Intersected: PATCHOGUE RIVER, Facility Carried by Structure: OLD CLINTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township 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: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 4807, Location: 750 FEET N OF U.S.ROUTE 1 (Lat: 41.287800, Lng: -72.451556), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,305 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,911 (year 2040), Design Load: HS 20, Features Intersected: PATCHOGUE RIVER, Facility Carried by Structure: OLD CLINTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township 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: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 5701, Location: 0.6 MI S OF I-95 (Lat: 41.287508, Lng: -72.492481), Route carried "on" structure: State highway 145, Year Built: 1988, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 9,100 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 13,522 (year 2035), Design Load: HS 20, Features Intersected: MENUNKETESUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 5701, Location: 0.6 MI S OF I-95 (Lat: 41.287508, Lng: -72.492481), Route carried "on" structure: State highway 145, Year Built: 1988, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 9,100 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 13,522 (year 2035), Design Load: HS 20, Features Intersected: MENUNKETESUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 6084, Location: 500 FT N OF US ROUTE 1 (Lat: 41.283936, Lng: -72.456853), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 446 (year 2040), Design Load: HS 20, Features Intersected: PATCHOGUE RIVER, Facility Carried by Structure: WESLEY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.0 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6084, Location: 500 FT N OF US ROUTE 1 (Lat: 41.283936, Lng: -72.456853), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 446 (year 2040), Design Load: HS 20, Features Intersected: PATCHOGUE RIVER, Facility Carried by Structure: WESLEY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.0 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 6658, Location: 0.2 MI EAST OF ROUTE 153 (Lat: 41.290036, Lng: -72.441758), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,380 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,022 (year 2038), Design Load: HS 20, Features Intersected: WETLANDS, Facility Carried by Structure: FLAT ROCK PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.0 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2018, Underwater Inspection Date: July 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 6658, Location: 0.2 MI EAST OF ROUTE 153 (Lat: 41.290036, Lng: -72.441758), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,380 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,022 (year 2038), Design Load: HS 20, Features Intersected: WETLANDS, Facility Carried by Structure: FLAT ROCK PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.0 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2018, Underwater Inspection Date: July 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 6659, Location: 0.4 MI E OF ROUTRE 153 (Lat: 41.289750, Lng: -72.435786), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 3,380 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,022 (year 2038), Design Load: HS 20, Features Intersected: WETLANDS, Facility Carried by Structure: FLAT ROCK PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6659, Location: 0.4 MI E OF ROUTRE 153 (Lat: 41.289750, Lng: -72.435786), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 3,380 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,022 (year 2038), Design Load: HS 20, Features Intersected: WETLANDS, Facility Carried by Structure: FLAT ROCK PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 666, Location: 0.5 M EAST RTE 154 (Lat: 41.289714, Lng: -72.434211), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 3,380 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,022 (year 2038), Design Load: HS 20, Features Intersected: WETLANDS, Facility Carried by Structure: FLAT ROCK PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 4, Owner: Town or Township 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: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 666, Location: 0.5 M EAST RTE 154 (Lat: 41.289714, Lng: -72.434211), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 3,380 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,022 (year 2038), Design Load: HS 20, Features Intersected: WETLANDS, Facility Carried by Structure: FLAT ROCK PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 4, Owner: Town or Township 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: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6661, Location: 0.6 MI E OF ROUTE 153 (Lat: 41.289314, Lng: -72.432967), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 3,376 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,016 (year 2038), Design Load: HS 20, Features Intersected: WETLANDS, Facility Carried by Structure: FLAT ROCK PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6661, Location: 0.6 MI E OF ROUTE 153 (Lat: 41.289314, Lng: -72.432967), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 3,376 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,016 (year 2038), Design Load: HS 20, Features Intersected: WETLANDS, Facility Carried by Structure: FLAT ROCK PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6942, Location: 1.8 MI S OF ROUTE 80 (Lat: 41.338167, Lng: -72.483056), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 210 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 312 (year 2040), Design Load: HL 93, Features Intersected: FALLS RIVER, Facility Carried by Structure: WINTHROP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.7 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: 61.6 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6942, Location: 1.8 MI S OF ROUTE 80 (Lat: 41.338167, Lng: -72.483056), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 210 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 312 (year 2040), Design Load: HL 93, Features Intersected: FALLS RIVER, Facility Carried by Structure: WINTHROP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.7 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: 61.6 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 7038, Location: 40 FT N. OF POND MEADOW R (Lat: 41.331111, Lng: -72.464167), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 505 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 750 (year 2040), Design Load: HL 93, Features Intersected: FALLS RIVER, Facility Carried by Structure: LYNN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 63.2 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: 41.1 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7038, Location: 40 FT N. OF POND MEADOW R (Lat: 41.331111, Lng: -72.464167), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 505 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 750 (year 2040), Design Load: HL 93, Features Intersected: FALLS RIVER, Facility Carried by Structure: LYNN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 63.2 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: 41.1 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 227, Location: 0.3 MI N OF ROUTE 145 (Lat: 41.292444, Lng: -72.493400), Route carried "under" structure: Interstate 95, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 62,000 (year 2017), Truck Traffic: 14%, Features Intersected: INTERSTATE-95, Facility Carried by Structure: CHAPMAN MILLPOND R
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 113.459, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 227, Location: 0.3 MI N OF ROUTE 145 (Lat: 41.292444, Lng: -72.493400), Route carried "under" structure: Interstate 95, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 62,000 (year 2017), Truck Traffic: 14%, Features Intersected: INTERSTATE-95, Facility Carried by Structure: CHAPMAN MILLPOND R
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 113.459, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 228, Location: 2.4 MI S OF ROUTE 153 (Lat: 41.293986, Lng: -72.488567), Route carried "under" structure: Interstate 95, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 56,000 (year 2017), Truck Traffic: 14%, Features Intersected: INTERSTATE-95, Facility Carried by Structure: ROUTE 145
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 113.909, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 228, Location: 2.4 MI S OF ROUTE 153 (Lat: 41.293986, Lng: -72.488567), Route carried "under" structure: Interstate 95, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 56,000 (year 2017), Truck Traffic: 14%, Features Intersected: INTERSTATE-95, Facility Carried by Structure: ROUTE 145
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 113.909, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 23, Location: 2.0 MI N OF ROUTE 145 (Lat: 41.292072, Lng: -72.450692), Route carried "under" structure: Interstate 95, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 50,800 (year 2020), Truck Traffic: 14%, Features Intersected: INTERSTATE-95, Facility Carried by Structure: WILLARD AVENUE
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 117.144, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: 23, Location: 2.0 MI N OF ROUTE 145 (Lat: 41.292072, Lng: -72.450692), Route carried "under" structure: Interstate 95, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 50,800 (year 2020), Truck Traffic: 14%, Features Intersected: INTERSTATE-95, Facility Carried by Structure: WILLARD AVENUE
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 117.144, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
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Structure Number: 232, Location: I-95 EXIT NO. 65 (Lat: 41.291733, Lng: -72.443811), Route carried "under" structure: Interstate 95, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 53,500 (year 2018), Truck Traffic: 9%, Features Intersected: INTERSTATE-95, Facility Carried by Structure: ROUTE 153 (ESSEX R
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 117.707, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 232, Location: I-95 EXIT NO. 65 (Lat: 41.291733, Lng: -72.443811), Route carried "under" structure: Interstate 95, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 53,500 (year 2018), Truck Traffic: 9%, Features Intersected: INTERSTATE-95, Facility Carried by Structure: ROUTE 153 (ESSEX R
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 117.707, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)