Bridge Statistics for East Haven, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 203ft / 61.8mTotal length
- $4,000,000Total costs
- 522,310Total average daily traffic
- 43,604Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for East Haven
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11940-1949
- 41950-1959
- 31970-1979
- 41980-1989
- 31990-1999
- 32000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 18.2%Very good
- 63.6%Good
- 18.2%Satisfactory
- Bridge Condition - Superstructure
- 8.3%Very good
- 58.3%Good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 8.3%Very good
- 66.7%Good
- 16.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Channel
- 21.4%Good
- 57.1%Satisfactory
- 21.4%Fair
- Bridge Condition - Culverts
- 80.0%Good
- 20.0%Satisfactory
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Structure Number: 182, Location: 0.1 MI S OF ROUTE 100 (Lat: 41.283981, Lng: -72.871697), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 2005, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 93,700 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 139,229 (year 2037), Design Load: HS 20, Features Intersected: LAUREL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.191, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 38.9m (127.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.3 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: Better than 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: April 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: 182, Location: 0.1 MI S OF ROUTE 100 (Lat: 41.283981, Lng: -72.871697), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 2005, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 93,700 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 139,229 (year 2037), Design Load: HS 20, Features Intersected: LAUREL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.191, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 38.9m (127.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.3 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: Better than 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: April 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: 184, Location: 0.3 MI N OF ROUTE 100 (Lat: 41.282000, Lng: -72.865947), Route carried "on" structure: Interstate 95, Year Built: 1958, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 103,000 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 153,048 (year 2037), Design Load: H 20, Features Intersected: FARM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.722, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.7m (127.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021
Structure Number: 184, Location: 0.3 MI N OF ROUTE 100 (Lat: 41.282000, Lng: -72.865947), Route carried "on" structure: Interstate 95, Year Built: 1958, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 103,000 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 153,048 (year 2037), Design Load: H 20, Features Intersected: FARM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.722, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.7m (127.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021
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Structure Number: 185, Location: 0.4 MI N OF ROUTE 100 (Lat: 41.281914, Lng: -72.863153), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 56 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 83 (year 2040), Design Load: HL 93, Features Intersected: INTERSTATE-95, Facility Carried by Structure: PRIVATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 1, Lanes under structure: 6, Owner: Private, Approaching Roadway Width: 4.0m (13.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.5m (159.1ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.2 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: 49.6 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 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: 185, Location: 0.4 MI N OF ROUTE 100 (Lat: 41.281914, Lng: -72.863153), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 56 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 83 (year 2040), Design Load: HL 93, Features Intersected: INTERSTATE-95, Facility Carried by Structure: PRIVATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 1, Lanes under structure: 6, Owner: Private, Approaching Roadway Width: 4.0m (13.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.5m (159.1ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.2 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: 49.6 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 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: 186, Location: 0.5 MI N OF ROUTE 100 (Lat: 41.282283, Lng: -72.860283), Route carried "on" structure: Interstate 95, Year Built: 1998, Status: Open, Structure Length: 25.42m (83.40ft), Average Daily Traffic: 103,300 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 153,493 (year 2037), Design Load: HS 20, Features Intersected: LAKE SALTONSTALL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.077, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 32.0m (105.0ft), Out-to-Out Width: 34.9m (114.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2021, Underwater Inspection Date: March 2021, Total Project Cost: $4,000,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 186, Location: 0.5 MI N OF ROUTE 100 (Lat: 41.282283, Lng: -72.860283), Route carried "on" structure: Interstate 95, Year Built: 1998, Status: Open, Structure Length: 25.42m (83.40ft), Average Daily Traffic: 103,300 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 153,493 (year 2037), Design Load: HS 20, Features Intersected: LAKE SALTONSTALL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.077, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 32.0m (105.0ft), Out-to-Out Width: 34.9m (114.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2021, Underwater Inspection Date: March 2021, Total Project Cost: $4,000,000 ( Estimate for 2017), 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: 1665, Location: 0.1 MI WEST OF US ROUTE 1 (Lat: 41.277031, Lng: -72.863178), Route carried "on" structure: State highway 100, Year Built: 1900, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,500 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 8,172 (year 2038), Features Intersected: FARM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 2 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Superstructure: Good, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 1665, Location: 0.1 MI WEST OF US ROUTE 1 (Lat: 41.277031, Lng: -72.863178), Route carried "on" structure: State highway 100, Year Built: 1900, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,500 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 8,172 (year 2038), Features Intersected: FARM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 2 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Superstructure: Good, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 2384, Location: 0.2 MI W OF ROUTE 100 (Lat: 41.279042, Lng: -72.867206), Route carried "on" structure: State highway 142, Year Built: 1973, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 15,200 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 22,586 (year 2038), Design Load: HS 20, Features Intersected: FARM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 34.7 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: 26.6 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 2384, Location: 0.2 MI W OF ROUTE 100 (Lat: 41.279042, Lng: -72.867206), Route carried "on" structure: State highway 142, Year Built: 1973, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 15,200 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 22,586 (year 2038), Design Load: HS 20, Features Intersected: FARM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 34.7 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: 26.6 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 4052, Location: 0.5 MI W OF HEMINGWAY AVE (Lat: 41.273917, Lng: -72.885889), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 3,400 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 5,052 (year 2029), Features Intersected: TUTTLE BROOK, Facility Carried by Structure: DODGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 35.1m (115.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 4052, Location: 0.5 MI W OF HEMINGWAY AVE (Lat: 41.273917, Lng: -72.885889), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 3,400 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 5,052 (year 2029), Features Intersected: TUTTLE BROOK, Facility Carried by Structure: DODGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 35.1m (115.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 4352, Location: 750 FT E. OF ROUTE 100 (Lat: 41.305958, Lng: -72.849425), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 966 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 1,435 (year 2031), Design Load: HS 20, Features Intersected: FARM RIVER, Facility Carried by Structure: HELLSTROM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 4352, Location: 750 FT E. OF ROUTE 100 (Lat: 41.305958, Lng: -72.849425), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 966 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 1,435 (year 2031), Design Load: HS 20, Features Intersected: FARM RIVER, Facility Carried by Structure: HELLSTROM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 4353, Location: 210 FT E. OF ROUTE 100 (Lat: 41.314989, Lng: -72.848100), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 598 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 889 (year 2031), Design Load: HS 20, Features Intersected: FARM RIVER, Facility Carried by Structure: CORBIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.3 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 4353, Location: 210 FT E. OF ROUTE 100 (Lat: 41.314989, Lng: -72.848100), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 598 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 889 (year 2031), Design Load: HS 20, Features Intersected: FARM RIVER, Facility Carried by Structure: CORBIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.3 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 488, Location: 0.2 MI S OF ROUTE 80 (Lat: 41.323233, Lng: -72.833467), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,076 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 1,599 (year 2031), Design Load: HS 20, Features Intersected: FARM RIVER, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 90.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 488, Location: 0.2 MI S OF ROUTE 80 (Lat: 41.323233, Lng: -72.833467), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,076 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 1,599 (year 2031), Design Load: HS 20, Features Intersected: FARM RIVER, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 90.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4881, Location: 0.1 MI S OF ROUTE 100 (Lat: 41.321128, Lng: -72.842933), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 1,434 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 2,131 (year 2031), Design Load: HS 20, Features Intersected: FARM RIVER, Facility Carried by Structure: MAPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4881, Location: 0.1 MI S OF ROUTE 100 (Lat: 41.321128, Lng: -72.842933), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 1,434 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 2,131 (year 2031), Design Load: HS 20, Features Intersected: FARM RIVER, Facility Carried by Structure: MAPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4882, Location: 100' W OF GERRISH AVENUE (Lat: 41.278611, Lng: -72.880833), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,009 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 2,985 (year 2035), Features Intersected: TUTTLE BROOK, Facility Carried by Structure: BURR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4882, Location: 100' W OF GERRISH AVENUE (Lat: 41.278611, Lng: -72.880833), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,009 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 2,985 (year 2035), Features Intersected: TUTTLE BROOK, Facility Carried by Structure: BURR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4883, Location: 1 MI EAST OF BURR STREET (Lat: 41.276153, Lng: -72.883636), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 124 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 184 (year 2035), Features Intersected: TUTTLE BROOK, Facility Carried by Structure: FOREST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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 or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4883, Location: 1 MI EAST OF BURR STREET (Lat: 41.276153, Lng: -72.883636), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 124 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 184 (year 2035), Features Intersected: TUTTLE BROOK, Facility Carried by Structure: FOREST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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 or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4909, Location: 300' E OF RT 100 (Lat: 41.312694, Lng: -72.847694), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 994 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 1,477 (year 2035), Design Load: HS 20, Features Intersected: FARM RIVER, Facility Carried by Structure: HELLSTROM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 4909, Location: 300' E OF RT 100 (Lat: 41.312694, Lng: -72.847694), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 994 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 1,477 (year 2035), Design Load: HS 20, Features Intersected: FARM RIVER, Facility Carried by Structure: HELLSTROM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 4911, Location: 0.1 MI EAST OF RTE #100 (Lat: 41.304111, Lng: -72.851800), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 753 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 1,119 (year 2035), Design Load: HS 20, Features Intersected: FARM RIVER, Facility Carried by Structure: WILLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 4911, Location: 0.1 MI EAST OF RTE #100 (Lat: 41.304111, Lng: -72.851800), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 753 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 1,119 (year 2035), Design Load: HS 20, Features Intersected: FARM RIVER, Facility Carried by Structure: WILLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 5398, Location: .75 MI EAST OF ROUTE 704 (Lat: 41.259053, Lng: -72.852239), Route carried "on" structure: State highway 142, Year Built: 1942, Year Reconstructed: 1986, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 4,500 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 6,687 (year 2038), Design Load: HS 20, Features Intersected: FARM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.557, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Inventory Rating: 76.7 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2020, Underwater Inspection Date: July 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: 5398, Location: .75 MI EAST OF ROUTE 704 (Lat: 41.259053, Lng: -72.852239), Route carried "on" structure: State highway 142, Year Built: 1942, Year Reconstructed: 1986, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 4,500 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 6,687 (year 2038), Design Load: HS 20, Features Intersected: FARM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.557, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Inventory Rating: 76.7 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2020, Underwater Inspection Date: July 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: 6293, Location: 0.1 MILE SOUTH OF I-95 (Lat: 41.282492, Lng: -72.870842), Route carried "on" structure: State highway 100, Year Built: 1992, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 18,400 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 27,341 (year 2036), Design Load: HS 20, Features Intersected: US ROUTE 1 & AMTRAK RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: 36.6 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6293, Location: 0.1 MILE SOUTH OF I-95 (Lat: 41.282492, Lng: -72.870842), Route carried "on" structure: State highway 100, Year Built: 1992, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 18,400 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 27,341 (year 2036), Design Load: HS 20, Features Intersected: US ROUTE 1 & AMTRAK RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: 36.6 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, 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: 181, Location: 0.3 MI S OF ROUTE 100 (Lat: 41.284839, Lng: -72.874461), Route carried "under" structure: US 1, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 27,500 (year 2018), Truck Traffic: 6%, Features Intersected: US RT. 1 SB AND AMTRAK, Facility Carried by Structure: INTERSTATE-95
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 82.447, Lanes on structure: 8, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
Structure Number: 181, Location: 0.3 MI S OF ROUTE 100 (Lat: 41.284839, Lng: -72.874461), Route carried "under" structure: US 1, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 27,500 (year 2018), Truck Traffic: 6%, Features Intersected: US RT. 1 SB AND AMTRAK, Facility Carried by Structure: INTERSTATE-95
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 82.447, Lanes on structure: 8, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
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Structure Number: 183, Location: 0.6 MI N OF US ROUTE 1 (Lat: 41.283439, Lng: -72.870253), Route carried "under" structure: State highway 100, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2018), Truck Traffic: 10%, Features Intersected: ROUTE 100, Facility Carried by Structure: INTERSTATE-95
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 1.513, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 183, Location: 0.6 MI N OF US ROUTE 1 (Lat: 41.283439, Lng: -72.870253), Route carried "under" structure: State highway 100, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2018), Truck Traffic: 10%, Features Intersected: ROUTE 100, Facility Carried by Structure: INTERSTATE-95
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 1.513, Lanes on structure: 6, 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: 185, Location: 0.4 MI N OF ROUTE 100 (Lat: 41.281914, Lng: -72.863153), Route carried "under" structure: Interstate 95, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 103,300 (year 2017), Truck Traffic: 9%, Features Intersected: INTERSTATE-95, Facility Carried by Structure: PRIVATE ROAD
Minimum Vertical Clearance: 7.39m (24.25ft), Kilometerpoint: 81.964, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 48.5m (159.1ft)
Structure Number: 185, Location: 0.4 MI N OF ROUTE 100 (Lat: 41.281914, Lng: -72.863153), Route carried "under" structure: Interstate 95, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 103,300 (year 2017), Truck Traffic: 9%, Features Intersected: INTERSTATE-95, Facility Carried by Structure: PRIVATE ROAD
Minimum Vertical Clearance: 7.39m (24.25ft), Kilometerpoint: 81.964, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 48.5m (159.1ft)
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Structure Number: 6293, Location: 0.1 MILE SOUTH OF I-95 (Lat: 41.282492, Lng: -72.870842), Route carried "under" structure: US 1, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 21,500 (year 2016), Truck Traffic: 6%, Features Intersected: US ROUTE 1 & AMTRAK RR
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 82.881, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 6293, Location: 0.1 MILE SOUTH OF I-95 (Lat: 41.282492, Lng: -72.870842), Route carried "under" structure: US 1, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 21,500 (year 2016), Truck Traffic: 6%, Features Intersected: US ROUTE 1 & AMTRAK RR
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 82.881, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)