Bridge Statistics for Salem, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 95ft / 28.9mTotal length
- $7,800,000Total costs
- 179,320Total average daily traffic
- 21,683Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Salem
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 71970-1979
- 11980-1989
- 22020-2022
- Bridge Condition - Deck
- 22.2%Very good
- 22.2%Good
- 22.2%Satisfactory
- 33.3%Fair
- Bridge Condition - Superstructure
- 22.2%Very good
- 11.1%Good
- 33.3%Satisfactory
- 33.3%Fair
- Bridge Condition - Substructure
- 22.2%Very good
- 22.2%Good
- 55.6%Satisfactory
- Bridge Condition - Channel
- 33.3%Very good
- 50.0%Good
- 16.7%Fair
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Structure Number: 114, Location: 0.1 MI N OF ROUTE 127 (Lat: 41.179189, Lng: -73.179347), Route carried "on" structure: Interstate 95, Year Built: 1959, Year Reconstructed: 1999, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 141,100 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 209,660 (year 2037), Design Load: HS 20, Features Intersected: PEMBROKE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.216, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 48.5m (159.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 47.3m (155.2ft), Out-to-Out Width: 51.1m (167.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 58.6 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 114, Location: 0.1 MI N OF ROUTE 127 (Lat: 41.179189, Lng: -73.179347), Route carried "on" structure: Interstate 95, Year Built: 1959, Year Reconstructed: 1999, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 141,100 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 209,660 (year 2037), Design Load: HS 20, Features Intersected: PEMBROKE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.216, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 48.5m (159.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 47.3m (155.2ft), Out-to-Out Width: 51.1m (167.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 58.6 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 114, Location: 0.8 MI W OF ROUTE 11 (Lat: 41.461697, Lng: -72.293153), Route carried "on" structure: State highway 82, Year Built: 2021, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 2,900 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 4,309 (year 2038), Design Load: HL 93, Features Intersected: EAST BR EIGHT MILE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.202, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 62.9 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: 48.6 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 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: November 2021, Total Project Cost: $3,900,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Galvanized Reinforcing
Structure Number: 114, Location: 0.8 MI W OF ROUTE 11 (Lat: 41.461697, Lng: -72.293153), Route carried "on" structure: State highway 82, Year Built: 2021, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 2,900 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 4,309 (year 2038), Design Load: HL 93, Features Intersected: EAST BR EIGHT MILE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.202, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 62.9 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: 48.6 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 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: November 2021, Total Project Cost: $3,900,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Galvanized Reinforcing
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Structure Number: 2387, Location: 1.1 MI W OF ROUTE 85 (Lat: 41.464983, Lng: -72.278511), Route carried "on" structure: State highway 11, Year Built: 1972, Status: Not yet open, Structure Length: 6.36m (20.87ft), Design Load: HS 20, Features Intersected: ROUTE 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.303, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2387, Location: 1.1 MI W OF ROUTE 85 (Lat: 41.464983, Lng: -72.278511), Route carried "on" structure: State highway 11, Year Built: 1972, Status: Not yet open, Structure Length: 6.36m (20.87ft), Design Load: HS 20, Features Intersected: ROUTE 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.303, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2388, Location: 1.1 MI W OF ROUTE 85 (Lat: 41.465350, Lng: -72.277900), Route carried "on" structure: State highway 11, Year Built: 1972, Status: Not yet open, Structure Length: 5.93m (19.46ft), Design Load: HS 20, Features Intersected: ROUTE 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.287, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2388, Location: 1.1 MI W OF ROUTE 85 (Lat: 41.465350, Lng: -72.277900), Route carried "on" structure: State highway 11, Year Built: 1972, Status: Not yet open, Structure Length: 5.93m (19.46ft), Design Load: HS 20, Features Intersected: ROUTE 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.287, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2393, Location: 0.5 MI N OF ROUTE 82 (Lat: 41.470656, Lng: -72.288286), Route carried "on" structure: State highway 11, Year Built: 1971, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 4,850 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 7,207 (year 2038), Design Load: HS 20, Features Intersected: EIGHT MILE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.349, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 43.4 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: 33.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 2393, Location: 0.5 MI N OF ROUTE 82 (Lat: 41.470656, Lng: -72.288286), Route carried "on" structure: State highway 11, Year Built: 1971, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 4,850 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 7,207 (year 2038), Design Load: HS 20, Features Intersected: EIGHT MILE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.349, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 43.4 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: 33.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 2394, Location: 0.6 MI N OF ROUTE 85 (Lat: 41.470233, Lng: -72.288775), Route carried "on" structure: State highway 11, Year Built: 1971, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 4,850 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 7,207 (year 2038), Design Load: HS 20, Features Intersected: EIGHT MILE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.365, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.6 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 2394, Location: 0.6 MI N OF ROUTE 85 (Lat: 41.470233, Lng: -72.288775), Route carried "on" structure: State highway 11, Year Built: 1971, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 4,850 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 7,207 (year 2038), Design Load: HS 20, Features Intersected: EIGHT MILE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.365, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.6 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 2415, Location: 3.0 MI N OF ROUTE 82 (Lat: 41.501356, Lng: -72.301492), Route carried "on" structure: State highway 11, Year Built: 1971, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 4,700 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 6,984 (year 2035), Design Load: HS 20, Features Intersected: WITCH MEADOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.066, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 56.1 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: Somewhat better than minimum adequacy, Deck Geometry: Equal 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 2415, Location: 3.0 MI N OF ROUTE 82 (Lat: 41.501356, Lng: -72.301492), Route carried "on" structure: State highway 11, Year Built: 1971, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 4,700 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 6,984 (year 2035), Design Load: HS 20, Features Intersected: WITCH MEADOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.066, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 56.1 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: Somewhat better than minimum adequacy, Deck Geometry: Equal 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 4767, Location: 1.9 MI W OF ROUTE 156 (Lat: 41.442586, Lng: -72.306289), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 820 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,218 (year 2041), Design Load: H 20, Features Intersected: EIGHT MILE RIVER, Facility Carried by Structure: DARLING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4767, Location: 1.9 MI W OF ROUTE 156 (Lat: 41.442586, Lng: -72.306289), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 820 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,218 (year 2041), Design Load: H 20, Features Intersected: EIGHT MILE RIVER, Facility Carried by Structure: DARLING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5401, Location: 0.8 MI W OF ROUTE 11 (Lat: 41.461822, Lng: -72.292339), Route carried "on" structure: State highway 82, Year Built: 2021, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,900 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 4,309 (year 2038), Design Load: HL 93, Features Intersected: SWAMP BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.283, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 82.3 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: 63.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Total Project Cost: $3,900,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Galvanized Reinforcing
Structure Number: 5401, Location: 0.8 MI W OF ROUTE 11 (Lat: 41.461822, Lng: -72.292339), Route carried "on" structure: State highway 82, Year Built: 2021, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,900 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 4,309 (year 2038), Design Load: HL 93, Features Intersected: SWAMP BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.283, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 82.3 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: 63.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Total Project Cost: $3,900,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Galvanized Reinforcing
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Structure Number: 5583, Location: 0.1 MI N OF ROUTE 82 (Lat: 41.477900, Lng: -72.266347), Route carried "on" structure: State highway 85, Year Built: 1987, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,200 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 6,241 (year 2035), Features Intersected: HARRIS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.314, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: 5583, Location: 0.1 MI N OF ROUTE 82 (Lat: 41.477900, Lng: -72.266347), Route carried "on" structure: State highway 85, Year Built: 1987, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,200 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 6,241 (year 2035), Features Intersected: HARRIS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.314, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: 2387, Location: 1.1 MI W OF ROUTE 85 (Lat: 41.464983, Lng: -72.278511), Route carried "under" structure: State highway 82, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 6,500 (year 2018), Truck Traffic: 5%, Features Intersected: ROUTE 82, Facility Carried by Structure: ROUTE 11 SB
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 26.490, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 40.8m (133.9ft)
Structure Number: 2387, Location: 1.1 MI W OF ROUTE 85 (Lat: 41.464983, Lng: -72.278511), Route carried "under" structure: State highway 82, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 6,500 (year 2018), Truck Traffic: 5%, Features Intersected: ROUTE 82, Facility Carried by Structure: ROUTE 11 SB
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 26.490, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 40.8m (133.9ft)
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Structure Number: 2388, Location: 1.1 MI W OF ROUTE 85 (Lat: 41.465350, Lng: -72.277900), Route carried "under" structure: State highway 82, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 6,500 (year 2018), Truck Traffic: 5%, Features Intersected: ROUTE 82, Facility Carried by Structure: ROUTE 11 NB
Minimum Vertical Clearance: 8.23m (27.00ft), Kilometerpoint: 26.554, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 2388, Location: 1.1 MI W OF ROUTE 85 (Lat: 41.465350, Lng: -72.277900), Route carried "under" structure: State highway 82, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 6,500 (year 2018), Truck Traffic: 5%, Features Intersected: ROUTE 82, Facility Carried by Structure: ROUTE 11 NB
Minimum Vertical Clearance: 8.23m (27.00ft), Kilometerpoint: 26.554, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 36.6m (120.1ft)