Bridge Statistics for South Hadley, Massachusetts (MA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 62ft / 18.9mTotal length
- $9,751,000Total costs
- 109,113Total average daily traffic
- 5,644Total average daily truck traffic
- 163,877Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for South Hadley
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 71950-1959
- 11970-1979
- 11990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 12.5%Very good
- 50.0%Good
- 12.5%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 22.2%Good
- 22.2%Satisfactory
- 44.4%Fair
- Bridge Condition - Substructure
- 11.1%Very good
- 33.3%Good
- 44.4%Satisfactory
- 11.1%Poor
- Bridge Condition - Channel
- 12.5%Very good
- 50.0%Good
- 25.0%Satisfactory
- 12.5%Fair
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Structure Number: S180010T0MUNNBI, Location: BETWEEN RT47 & CONN RIVER (Lat: 42.263239, Lng: -72.598814), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 2.61m (8.56ft), Average Daily Traffic: 1,910 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 4,896 (year 2032), Design Load: HS 15, Features Intersected: WATER STONY BROOK, Facility Carried by Structure: HWY FERRY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.1 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: Equal to present desirable 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: Febuary 2021, Bridge Improvement Cost: $1,347,000, Roadway Improvement Cost: $135,000, Total Project Cost: $2,021,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: S180010T0MUNNBI, Location: BETWEEN RT47 & CONN RIVER (Lat: 42.263239, Lng: -72.598814), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 2.61m (8.56ft), Average Daily Traffic: 1,910 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 4,896 (year 2032), Design Load: HS 15, Features Intersected: WATER STONY BROOK, Facility Carried by Structure: HWY FERRY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.1 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: Equal to present desirable 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: Febuary 2021, Bridge Improvement Cost: $1,347,000, Roadway Improvement Cost: $135,000, Total Project Cost: $2,021,000 ( 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: S180020RYMUNNBI, Location: 1500' S OF PEARL STREET (Lat: 42.278219, Lng: -72.575564), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 646 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 632 (year 2032), Design Load: H 20, Features Intersected: WATER BATCHELOR BROOK, Facility Carried by Structure: HWY WOODBRDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.1m (36.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $41,000, Total Project Cost: $602,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: S180020RYMUNNBI, Location: 1500' S OF PEARL STREET (Lat: 42.278219, Lng: -72.575564), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 646 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 632 (year 2032), Design Load: H 20, Features Intersected: WATER BATCHELOR BROOK, Facility Carried by Structure: HWY WOODBRDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.1m (36.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $41,000, Total Project Cost: $602,000 ( 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: S180050VJDOTNBI, Location: .3 M S GRANBY-HADLEY T.L. (Lat: 42.277736, Lng: -72.562106), Route carried "on" structure: State highway 116, Year Built: 1956, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 8,534 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 12,161 (year 2031), Design Load: H 20, Features Intersected: WATER BACHELOR BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.183, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal 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 2020, Bridge Improvement Cost: $501,000, Roadway Improvement Cost: $51,000, Total Project Cost: $752,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: S180050VJDOTNBI, Location: .3 M S GRANBY-HADLEY T.L. (Lat: 42.277736, Lng: -72.562106), Route carried "on" structure: State highway 116, Year Built: 1956, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 8,534 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 12,161 (year 2031), Design Load: H 20, Features Intersected: WATER BACHELOR BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.183, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal 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 2020, Bridge Improvement Cost: $501,000, Roadway Improvement Cost: $51,000, Total Project Cost: $752,000 ( 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: S180060VHDOTNBI, Location: .1 M N JCT MOSIER ST. (Lat: 42.246167, Lng: -72.580694), Route carried "on" structure: State highway 116, Year Built: 1950, Status: Temporarily open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 10,589 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 16,564 (year 2031), Design Load: H 20, Features Intersected: WATER STONY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.101, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.0m (49.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,082,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,624,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: S180060VHDOTNBI, Location: .1 M N JCT MOSIER ST. (Lat: 42.246167, Lng: -72.580694), Route carried "on" structure: State highway 116, Year Built: 1950, Status: Temporarily open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 10,589 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 16,564 (year 2031), Design Load: H 20, Features Intersected: WATER STONY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.101, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.0m (49.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,082,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,624,000 ( 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: S18007AQGDOTNBI, Location: 1 MILE NORTH OF ST. 116 (Lat: 42.270092, Lng: -72.587050), Route carried "on" structure: State highway 47, Year Built: 2008, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 6,077 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 6,159 (year 2031), Design Load: HS 25 or greater, Features Intersected: WATER BACHELOR BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.648, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.0m (75.5ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 93.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $802,000, Roadway Improvement Cost: $81,000, Total Project Cost: $1,204,000 ( 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: S18007AQGDOTNBI, Location: 1 MILE NORTH OF ST. 116 (Lat: 42.270092, Lng: -72.587050), Route carried "on" structure: State highway 47, Year Built: 2008, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 6,077 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 6,159 (year 2031), Design Load: HS 25 or greater, Features Intersected: WATER BACHELOR BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.648, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.0m (75.5ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 93.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $802,000, Roadway Improvement Cost: $81,000, Total Project Cost: $1,204,000 ( 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: S18009ANQMUNNBI, Location: 1 M E OF RT 116 (Lat: 42.251206, Lng: -72.559544), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 8,664 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12,661 (year 2033), Design Load: HS 20, Features Intersected: WATER STONY BROOK, Facility Carried by Structure: HWY MORGAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $379,000, Roadway Improvement Cost: $38,000, Total Project Cost: $569,000 ( Estimate for 2022)
Structure Number: S18009ANQMUNNBI, Location: 1 M E OF RT 116 (Lat: 42.251206, Lng: -72.559544), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 8,664 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12,661 (year 2033), Design Load: HS 20, Features Intersected: WATER STONY BROOK, Facility Carried by Structure: HWY MORGAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $379,000, Roadway Improvement Cost: $38,000, Total Project Cost: $569,000 ( Estimate for 2022)
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Structure Number: S180100N1MUNNBI, Location: .2 MILE EAST OF RTE 116 (Lat: 42.252383, Lng: -72.573536), Route carried "on" structure: City street , Year Built: 1949, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 2,974 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 3,885 (year 2032), Design Load: H 15, Features Intersected: WATER STONY BROOK, Facility Carried by Structure: HWY MORGAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Superstructure: Fair, Substructure: Poor, Channel: Good, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $30,000, Total Project Cost: $446,000 ( Estimate for 2022)
Structure Number: S180100N1MUNNBI, Location: .2 MILE EAST OF RTE 116 (Lat: 42.252383, Lng: -72.573536), Route carried "on" structure: City street , Year Built: 1949, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 2,974 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 3,885 (year 2032), Design Load: H 15, Features Intersected: WATER STONY BROOK, Facility Carried by Structure: HWY MORGAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Superstructure: Fair, Substructure: Poor, Channel: Good, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $30,000, Total Project Cost: $446,000 ( Estimate for 2022)
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Structure Number: S180130VVDOTNBI, Location: 100' N OF CONN RIVER (Lat: 42.218331, Lng: -72.605872), Route carried "on" structure: US 202, Year Built: 1958, Year Reconstructed: 1997, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 23,167 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 36,324 (year 2031), Design Load: HS 20, Features Intersected: HWY CANAL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.837, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 28.9m (94.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $421,000, Roadway Improvement Cost: $43,000, Total Project Cost: $632,000 ( 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: S180130VVDOTNBI, Location: 100' N OF CONN RIVER (Lat: 42.218331, Lng: -72.605872), Route carried "on" structure: US 202, Year Built: 1958, Year Reconstructed: 1997, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 23,167 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 36,324 (year 2031), Design Load: HS 20, Features Intersected: HWY CANAL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.837, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 28.9m (94.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $421,000, Roadway Improvement Cost: $43,000, Total Project Cost: $632,000 ( 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: S180150VUDOTNBI, Location: .4 M N CONN RIVER (Lat: 42.221775, Lng: -72.598619), Route carried "on" structure: US 202, Year Built: 1958, Year Reconstructed: 2011, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 15,300 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 24,163 (year 2031), Design Load: HS 20, Features Intersected: HWY BARDWELL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.625, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.5m (80.4ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 31.6m (103.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $447,000, Roadway Improvement Cost: $45,000, Total Project Cost: $671,000 ( 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: S180150VUDOTNBI, Location: .4 M N CONN RIVER (Lat: 42.221775, Lng: -72.598619), Route carried "on" structure: US 202, Year Built: 1958, Year Reconstructed: 2011, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 15,300 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 24,163 (year 2031), Design Load: HS 20, Features Intersected: HWY BARDWELL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.625, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.5m (80.4ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 31.6m (103.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $447,000, Roadway Improvement Cost: $45,000, Total Project Cost: $671,000 ( 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: S180160VTDOTNBI, Location: .9 M N CONN RIVER (Lat: 42.222019, Lng: -72.589867), Route carried "on" structure: US 202, Year Built: 1958, Year Reconstructed: 2011, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 14,700 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 23,216 (year 2031), Design Load: HS 20, Features Intersected: ST116 NEWTON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.366, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.9m (104.7ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $621,000, Roadway Improvement Cost: $63,000, Total Project Cost: $932,000 ( 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: S180160VTDOTNBI, Location: .9 M N CONN RIVER (Lat: 42.222019, Lng: -72.589867), Route carried "on" structure: US 202, Year Built: 1958, Year Reconstructed: 2011, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 14,700 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 23,216 (year 2031), Design Load: HS 20, Features Intersected: ST116 NEWTON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.366, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.9m (104.7ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $621,000, Roadway Improvement Cost: $63,000, Total Project Cost: $932,000 ( 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: S180185QBDOTNBI, Location: 250' W RT 202/116 BRDG (Lat: 42.222083, Lng: -72.590222), Route carried "on" structure: US 202, Year Built: 1958, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 16,552 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 23,216 (year 2033), Design Load: HS 20, Features Intersected: WATER BUTTERY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.416, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $198,000, Roadway Improvement Cost: $20,000, Total Project Cost: $298,000 ( Estimate for 2022)
Structure Number: S180185QBDOTNBI, Location: 250' W RT 202/116 BRDG (Lat: 42.222083, Lng: -72.590222), Route carried "on" structure: US 202, Year Built: 1958, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 16,552 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 23,216 (year 2033), Design Load: HS 20, Features Intersected: WATER BUTTERY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.416, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $198,000, Roadway Improvement Cost: $20,000, Total Project Cost: $298,000 ( Estimate for 2022)