Bridge Statistics for Lanesborough, Massachusetts (MA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 59ft / 17.9mTotal length
- $11,321,000Total costs
- 51,387Total average daily traffic
- 4,274Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lanesborough
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21940-1949
- 51960-1969
- 31980-1989
- 32010-2019
- Bridge Condition - Deck
- 10.0%Very good
- 30.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- 10.0%Poor
- 10.0%Serious
- Bridge Condition - Superstructure
- 18.2%Very good
- 18.2%Good
- 36.4%Satisfactory
- 18.2%Fair
- 9.1%Poor
- Bridge Condition - Substructure
- 18.2%Very good
- 63.6%Satisfactory
- 18.2%Fair
- Bridge Condition - Channel
- 9.1%Very good
- 36.4%Good
- 54.5%Satisfactory
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Satisfactory
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Structure Number: L030010DJDOT634, Location: 0.1 MI W OF ST 8 (Lat: 42.493914, Lng: -73.202542), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 4,440 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 7,947 (year 2032), Design Load: HS 20, Features Intersected: OTHER ASHUWILLTICOOK RT, Facility Carried by Structure: HWY OLD STATE HW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $15,000, Total Project Cost: $223,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: L030010DJDOT634, Location: 0.1 MI W OF ST 8 (Lat: 42.493914, Lng: -73.202542), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 4,440 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 7,947 (year 2032), Design Load: HS 20, Features Intersected: OTHER ASHUWILLTICOOK RT, Facility Carried by Structure: HWY OLD STATE HW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $15,000, Total Project Cost: $223,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: L0300209VDOTNBI, Location: 0.2 MI N OF BAILEY RD (Lat: 42.543475, Lng: -73.231714), Route carried "on" structure: US 7, Year Built: 1948, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5,806 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 9,223 (year 2032), Design Load: H 20, Features Intersected: WATER TOWN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.696, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $605,000, Roadway Improvement Cost: $61,000, Total Project Cost: $908,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: L0300209VDOTNBI, Location: 0.2 MI N OF BAILEY RD (Lat: 42.543475, Lng: -73.231714), Route carried "on" structure: US 7, Year Built: 1948, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5,806 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 9,223 (year 2032), Design Load: H 20, Features Intersected: WATER TOWN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.696, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $605,000, Roadway Improvement Cost: $61,000, Total Project Cost: $908,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: L0300309WDOTNBI, Location: 0.7 MI. N. OF BAILEY ROAD (Lat: 42.550192, Lng: -73.234506), Route carried "on" structure: US 7, Year Built: 1961, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 5,512 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 9,223 (year 2032), Design Load: H 20, Features Intersected: WATER TOWN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.468, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.6m (54.5ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,127,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,691,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: L0300309WDOTNBI, Location: 0.7 MI. N. OF BAILEY ROAD (Lat: 42.550192, Lng: -73.234506), Route carried "on" structure: US 7, Year Built: 1961, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 5,512 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 9,223 (year 2032), Design Load: H 20, Features Intersected: WATER TOWN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.468, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.6m (54.5ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,127,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,691,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: L0300509XDOTNBI, Location: 0.2 MI SOUTH OF SCOTT RD (Lat: 42.556881, Lng: -73.235508), Route carried "on" structure: US 7, Year Built: 1961, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 5,512 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 9,223 (year 2032), Design Load: H 20, Features Intersected: WATER TOWN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.225, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,297,000, Roadway Improvement Cost: $130,000, Total Project Cost: $1,946,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: L0300509XDOTNBI, Location: 0.2 MI SOUTH OF SCOTT RD (Lat: 42.556881, Lng: -73.235508), Route carried "on" structure: US 7, Year Built: 1961, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 5,512 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 9,223 (year 2032), Design Load: H 20, Features Intersected: WATER TOWN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.225, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,297,000, Roadway Improvement Cost: $130,000, Total Project Cost: $1,946,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: L0300709YDOTNBI, Location: 0.2MI N OF BRODIE MTN. RD (Lat: 42.577083, Lng: -73.249572), Route carried "on" structure: US 7, Year Built: 1961, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 6,983 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 9,223 (year 2032), Design Load: H 20, Features Intersected: WATER TOWN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.724, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $746,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,120,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: L0300709YDOTNBI, Location: 0.2MI N OF BRODIE MTN. RD (Lat: 42.577083, Lng: -73.249572), Route carried "on" structure: US 7, Year Built: 1961, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 6,983 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 9,223 (year 2032), Design Load: H 20, Features Intersected: WATER TOWN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.724, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $746,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,120,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: L03008055MUNNBI, Location: .2 MI WEST OF ROUTE 7 (Lat: 42.504186, Lng: -73.241056), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 4,009 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,263 (year 2032), Features Intersected: WATER PONTOOSUC LAKE, Facility Carried by Structure: HWY BULLHILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: November 2021, Underwater Inspection Date: September 2019, Bridge Improvement Cost: $574,000, Roadway Improvement Cost: $58,000, Total Project Cost: $862,000 ( Estimate for 2022)
Structure Number: L03008055MUNNBI, Location: .2 MI WEST OF ROUTE 7 (Lat: 42.504186, Lng: -73.241056), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 4,009 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,263 (year 2032), Features Intersected: WATER PONTOOSUC LAKE, Facility Carried by Structure: HWY BULLHILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: November 2021, Underwater Inspection Date: September 2019, Bridge Improvement Cost: $574,000, Roadway Improvement Cost: $58,000, Total Project Cost: $862,000 ( Estimate for 2022)
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Structure Number: L030099BKMUNNBI, Location: 750' W. OF INT W/ ROUTE 7 (Lat: 42.509622, Lng: -73.234928), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 742 (year 2013), Truck Traffic: 3%, Design Load: HL 93, Features Intersected: WATER TOWN BROOK, Facility Carried by Structure: HWY MINER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $623,000, Roadway Improvement Cost: $63,000, Total Project Cost: $935,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: L030099BKMUNNBI, Location: 750' W. OF INT W/ ROUTE 7 (Lat: 42.509622, Lng: -73.234928), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 742 (year 2013), Truck Traffic: 3%, Design Load: HL 93, Features Intersected: WATER TOWN BROOK, Facility Carried by Structure: HWY MINER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $623,000, Roadway Improvement Cost: $63,000, Total Project Cost: $935,000 ( Estimate for 2022), 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: L03010053MUNNBI, Location: .1MI W OF INT W/ ROUTE 7 (Lat: 42.519978, Lng: -73.229650), Route carried "on" structure: City street , Year Built: 1945, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 517 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 948 (year 2032), Design Load: H 20, Features Intersected: WATER TOWN BROOK, Facility Carried by Structure: HWY BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 7.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 3 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: September 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $590,000, Roadway Improvement Cost: $60,000, Total Project Cost: $886,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: L03010053MUNNBI, Location: .1MI W OF INT W/ ROUTE 7 (Lat: 42.519978, Lng: -73.229650), Route carried "on" structure: City street , Year Built: 1945, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 517 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 948 (year 2032), Design Load: H 20, Features Intersected: WATER TOWN BROOK, Facility Carried by Structure: HWY BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 7.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 3 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: September 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $590,000, Roadway Improvement Cost: $60,000, Total Project Cost: $886,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: L03013ACEMUNNBI, Location: E OF RTE 7 NORTH OF TOWN (Lat: 42.559500, Lng: -73.237056), Route carried "on" structure: City street , Year Built: 1938, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 129 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 158 (year 2032), Design Load: H 15, Features Intersected: WATER TOWN BROOK, Facility Carried by Structure: HWY SCOTT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), 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: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $220,000, Roadway Improvement Cost: $23,000, Total Project Cost: $331,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: L03013ACEMUNNBI, Location: E OF RTE 7 NORTH OF TOWN (Lat: 42.559500, Lng: -73.237056), Route carried "on" structure: City street , Year Built: 1938, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 129 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 158 (year 2032), Design Load: H 15, Features Intersected: WATER TOWN BROOK, Facility Carried by Structure: HWY SCOTT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), 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: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $220,000, Roadway Improvement Cost: $23,000, Total Project Cost: $331,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: L030150A0DOTNBI, Location: AT NEW ASHFORD TOWN LINE (Lat: 42.586994, Lng: -73.250242), Route carried "on" structure: US 7, Year Built: 1961, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,789 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 9,223 (year 2032), Design Load: H 20, Features Intersected: WATER BRODIE MTN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.003, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $517,000, Roadway Improvement Cost: $52,000, Total Project Cost: $776,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: L030150A0DOTNBI, Location: AT NEW ASHFORD TOWN LINE (Lat: 42.586994, Lng: -73.250242), Route carried "on" structure: US 7, Year Built: 1961, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,789 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 9,223 (year 2032), Design Load: H 20, Features Intersected: WATER BRODIE MTN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.003, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $517,000, Roadway Improvement Cost: $52,000, Total Project Cost: $776,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: L03016BN3MUNNBI, Location: 200'E OF JCT W/ MEADOW LN (Lat: 42.516144, Lng: -73.231964), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 360 (year 2015), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: WATER TOWN BROOK, Facility Carried by Structure: HWY PUTNAM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: L03016BN3MUNNBI, Location: 200'E OF JCT W/ MEADOW LN (Lat: 42.516144, Lng: -73.231964), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 360 (year 2015), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: WATER TOWN BROOK, Facility Carried by Structure: HWY PUTNAM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: L03022589MUNNBI, Location: WEST OF BERKSHIRE MALL (Lat: 42.491608, Lng: -73.213542), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 2.67m (8.76ft), Average Daily Traffic: 10,200 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 16,109 (year 2032), Design Load: HS 20, Features Intersected: HWY PARTRIDGE RD, Facility Carried by Structure: HWY 7/8 CONNECT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: Local 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: 24.2m (79.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 74.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,095,000, Roadway Improvement Cost: $110,000, Total Project Cost: $1,643,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: L03022589MUNNBI, Location: WEST OF BERKSHIRE MALL (Lat: 42.491608, Lng: -73.213542), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 2.67m (8.76ft), Average Daily Traffic: 10,200 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 16,109 (year 2032), Design Load: HS 20, Features Intersected: HWY PARTRIDGE RD, Facility Carried by Structure: HWY 7/8 CONNECT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: Local 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: 24.2m (79.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 74.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,095,000, Roadway Improvement Cost: $110,000, Total Project Cost: $1,643,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: L03024BTXMUNNBI, Location: OVER NW CORNER PNTSC LAKE (Lat: 42.504069, Lng: -73.252683), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 388 (year 2019), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: WATER PONTOOSUC LAKE, Facility Carried by Structure: HWY NARRAGANSETT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to 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: November 2021
Structure Number: L03024BTXMUNNBI, Location: OVER NW CORNER PNTSC LAKE (Lat: 42.504069, Lng: -73.252683), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 388 (year 2019), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: WATER PONTOOSUC LAKE, Facility Carried by Structure: HWY NARRAGANSETT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to 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: November 2021
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Structure Number: L03022589MUNNBI, Location: WEST OF BERKSHIRE MALL (Lat: 42.491608, Lng: -73.213542), Route carried "under" structure: City street , Year Built: 1989, Structure Length: 0. m, Features Intersected: HWY PARTRIDGE RD, Facility Carried by Structure: HWY 7/8 CONNECT
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.2m (79.4ft)
Structure Number: L03022589MUNNBI, Location: WEST OF BERKSHIRE MALL (Lat: 42.491608, Lng: -73.213542), Route carried "under" structure: City street , Year Built: 1989, Structure Length: 0. m, Features Intersected: HWY PARTRIDGE RD, Facility Carried by Structure: HWY 7/8 CONNECT
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.2m (79.4ft)