Bridge Statistics for Holden, Massachusetts (MA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 305ft / 92.6mTotal length
- $63,166,000Total costs
- 146,053Total average daily traffic
- 9,783Total average daily truck traffic
- 214,990Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Holden
- No street view available for this location
- New bridges - historical statistics
- 21900-1909
- 11930-1939
- 11940-1949
- 11950-1959
- 11960-1969
- 51970-1979
- 31980-1989
- 11990-1999
- 22000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 11950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 6.3%Excellent
- 6.3%Very good
- 25.0%Good
- 31.3%Satisfactory
- 18.8%Fair
- 12.5%Poor
- Bridge Condition - Superstructure
- 5.3%Excellent
- 10.5%Very good
- 31.6%Good
- 31.6%Satisfactory
- 10.5%Fair
- 10.5%Poor
- Bridge Condition - Substructure
- 5.3%Excellent
- 15.8%Very good
- 31.6%Good
- 21.1%Satisfactory
- 26.3%Fair
- Bridge Condition - Channel
- 15.4%Very good
- 46.2%Good
- 7.7%Satisfactory
- 30.8%Fair
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Structure Number: H18002223DOT634, Location: .5 MI W OF ST-122A (Lat: 42.347822, Lng: -71.864939), Route carried "on" structure: State highway 31, Year Built: 1983, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 10,265 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 25,427 (year 2032), Design Load: HS 20, Features Intersected: RR PWRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.054, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), 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: Poor, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 67.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.60m (5.25ft), 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: $931,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,397,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: H18002223DOT634, Location: .5 MI W OF ST-122A (Lat: 42.347822, Lng: -71.864939), Route carried "on" structure: State highway 31, Year Built: 1983, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 10,265 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 25,427 (year 2032), Design Load: HS 20, Features Intersected: RR PWRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.054, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), 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: Poor, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 67.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.60m (5.25ft), 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: $931,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,397,000 ( 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: H18003224DOT634, Location: .3 MI N OF JCT RTE 31 (Lat: 42.352344, Lng: -71.869267), Route carried "on" structure: Alternate State highway 122A, Year Built: 1900, Year Reconstructed: 1949, Status: Posted for load, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 20,712 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 17,372 (year 2031), Design Load: H 20, Features Intersected: RR PWRR, Facility Carried by Structure: ST122 A/MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.146, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $1,246,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,870,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: H18003224DOT634, Location: .3 MI N OF JCT RTE 31 (Lat: 42.352344, Lng: -71.869267), Route carried "on" structure: Alternate State highway 122A, Year Built: 1900, Year Reconstructed: 1949, Status: Posted for load, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 20,712 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 17,372 (year 2031), Design Load: H 20, Features Intersected: RR PWRR, Facility Carried by Structure: ST122 A/MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.146, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $1,246,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,870,000 ( 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: H18004225DOT634, Location: 400 FT SOUTH OF RTE 122-A (Lat: 42.342469, Lng: -71.851714), Route carried "on" structure: State highway , Year Built: 1907, Year Reconstructed: 1958, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 4,919 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,791 (year 2033), Design Load: H 20, Features Intersected: RR PWRR, Facility Carried by Structure: HWY SALISBURY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.377, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.3m (40.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2022, Other Special Inspection Date: March 2022, Bridge Improvement Cost: $1,078,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,618,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: H18004225DOT634, Location: 400 FT SOUTH OF RTE 122-A (Lat: 42.342469, Lng: -71.851714), Route carried "on" structure: State highway , Year Built: 1907, Year Reconstructed: 1958, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 4,919 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,791 (year 2033), Design Load: H 20, Features Intersected: RR PWRR, Facility Carried by Structure: HWY SALISBURY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.377, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.3m (40.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2022, Other Special Inspection Date: March 2022, Bridge Improvement Cost: $1,078,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,618,000 ( 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: H18008B20DOTNBI, Location: .3 MI S OF MANNING ST (Lat: 42.373331, Lng: -71.849878), Route carried "on" structure: State highway 31, Year Built: 2016, Status: Open, Structure Length: 1.90m (6.23ft), Average Daily Traffic: 7,600 (year 2022), Truck Traffic: 3%, Design Load: HL 93, Features Intersected: WATER QUINAPOXET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.477, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.8m (58.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 64.8 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: 51.8 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: H18008B20DOTNBI, Location: .3 MI S OF MANNING ST (Lat: 42.373331, Lng: -71.849878), Route carried "on" structure: State highway 31, Year Built: 2016, Status: Open, Structure Length: 1.90m (6.23ft), Average Daily Traffic: 7,600 (year 2022), Truck Traffic: 3%, Design Load: HL 93, Features Intersected: WATER QUINAPOXET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.477, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.8m (58.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 64.8 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: 51.8 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: H180091BXMUNNBI, Location: 1 MI W OF W BOYLSTON LINE (Lat: 42.383556, Lng: -71.837267), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 6,885 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 10,423 (year 2031), Design Load: H 20, Features Intersected: WATER TROUT BROOK, Facility Carried by Structure: HWY MANNING ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $49,000, Total Project Cost: $721,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: H180091BXMUNNBI, Location: 1 MI W OF W BOYLSTON LINE (Lat: 42.383556, Lng: -71.837267), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 6,885 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 10,423 (year 2031), Design Load: H 20, Features Intersected: WATER TROUT BROOK, Facility Carried by Structure: HWY MANNING ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $49,000, Total Project Cost: $721,000 ( 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: H180101FTMUNNBI, Location: 0.7 MI. S. RT. 31 (Lat: 42.373186, Lng: -71.853567), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 158 (year 2032), Design Load: H 20, Features Intersected: WATER ASNEBUMSKIT RIVER, Facility Carried by Structure: HWY MILL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Aluminum, Iron, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $922,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,384,000 ( Estimate for 2022)
Structure Number: H180101FTMUNNBI, Location: 0.7 MI. S. RT. 31 (Lat: 42.373186, Lng: -71.853567), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 158 (year 2032), Design Load: H 20, Features Intersected: WATER ASNEBUMSKIT RIVER, Facility Carried by Structure: HWY MILL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Aluminum, Iron, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $922,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,384,000 ( Estimate for 2022)
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Structure Number: H18011AYWMUNNBI, Location: 0.1 MI W OF ST-31 (Lat: 42.380700, Lng: -71.856222), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 150 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 237 (year 2033), Design Load: HS 20, Features Intersected: WATER QUINAPOXET RIVER, Facility Carried by Structure: HWY MILL ST
Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 95.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $404,000, Roadway Improvement Cost: $41,000, Total Project Cost: $607,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: H18011AYWMUNNBI, Location: 0.1 MI W OF ST-31 (Lat: 42.380700, Lng: -71.856222), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 150 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 237 (year 2033), Design Load: HS 20, Features Intersected: WATER QUINAPOXET RIVER, Facility Carried by Structure: HWY MILL ST
Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 95.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $404,000, Roadway Improvement Cost: $41,000, Total Project Cost: $607,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: H180121FVMUNNBI, Location: 0.4 MI N OF ST-122A (Lat: 42.365369, Lng: -71.882008), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 410 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 2,290 (year 2031), Design Load: H 20, Features Intersected: WATER ASNEBUMSKIT BROOK, Facility Carried by Structure: HWY PRINCETON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 58 months, Inspection Date: June 2020, Underwater Inspection Date: June 2019, Bridge Improvement Cost: $370,000, Roadway Improvement Cost: $38,000, Total Project Cost: $556,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: H180121FVMUNNBI, Location: 0.4 MI N OF ST-122A (Lat: 42.365369, Lng: -71.882008), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 410 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 2,290 (year 2031), Design Load: H 20, Features Intersected: WATER ASNEBUMSKIT BROOK, Facility Carried by Structure: HWY PRINCETON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 58 months, Inspection Date: June 2020, Underwater Inspection Date: June 2019, Bridge Improvement Cost: $370,000, Roadway Improvement Cost: $38,000, Total Project Cost: $556,000 ( 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: H18013ACKMUNNBI, Location: .1 MI N OF RESERVOIR ST (Lat: 42.296133, Lng: -71.865728), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 2.75m (9.02ft), Average Daily Traffic: 150 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 237 (year 2032), Design Load: HS 20, Features Intersected: WATER RESERVOIR OUT, Facility Carried by Structure: HWY STONEHSE HLL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.3m (86.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $977,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,466,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: H18013ACKMUNNBI, Location: .1 MI N OF RESERVOIR ST (Lat: 42.296133, Lng: -71.865728), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 2.75m (9.02ft), Average Daily Traffic: 150 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 237 (year 2032), Design Load: HS 20, Features Intersected: WATER RESERVOIR OUT, Facility Carried by Structure: HWY STONEHSE HLL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.3m (86.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $977,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,466,000 ( 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: H180141BYMUNNBI, Location: .3 MI E OF ST-122A (Lat: 42.364653, Lng: -71.882167), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 3,367 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,106 (year 2031), Design Load: H 20, Features Intersected: WATER ASNEBUMSKIT BROOK, Facility Carried by Structure: HWY MT PLSANT AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Aluminum, Iron, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $284,000, Roadway Improvement Cost: $29,000, Total Project Cost: $427,000 ( Estimate for 2022)
Structure Number: H180141BYMUNNBI, Location: .3 MI E OF ST-122A (Lat: 42.364653, Lng: -71.882167), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 3,367 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,106 (year 2031), Design Load: H 20, Features Intersected: WATER ASNEBUMSKIT BROOK, Facility Carried by Structure: HWY MT PLSANT AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Aluminum, Iron, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $284,000, Roadway Improvement Cost: $29,000, Total Project Cost: $427,000 ( Estimate for 2022)
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Structure Number: H180151YPDOTNBI, Location: 500 FT E OF CAUSEWAY ST (Lat: 42.361053, Lng: -71.883944), Route carried "on" structure: Alternate State highway 122A, Year Built: 1948, Year Reconstructed: 1986, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 14,023 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 25,869 (year 2032), Design Load: H 20, Features Intersected: WATER ASNEBUMSKIT BROOK, Facility Carried by Structure: ST122 A/MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.683, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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: July 2021, Bridge Improvement Cost: $746,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,120,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: H180151YPDOTNBI, Location: 500 FT E OF CAUSEWAY ST (Lat: 42.361053, Lng: -71.883944), Route carried "on" structure: Alternate State highway 122A, Year Built: 1948, Year Reconstructed: 1986, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 14,023 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 25,869 (year 2032), Design Load: H 20, Features Intersected: WATER ASNEBUMSKIT BROOK, Facility Carried by Structure: ST122 A/MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.683, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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: July 2021, Bridge Improvement Cost: $746,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,120,000 ( 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: H18016ATGMUNNBI, Location: .2 MI EAST OF ST-31 (Lat: 42.367414, Lng: -71.841686), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 400 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 632 (year 2031), Design Load: HS 20, Features Intersected: WATER QUINAPOXET RIVER, Facility Carried by Structure: HWY RIVER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.3m (76.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 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: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,104,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,657,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: H18016ATGMUNNBI, Location: .2 MI EAST OF ST-31 (Lat: 42.367414, Lng: -71.841686), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 400 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 632 (year 2031), Design Load: HS 20, Features Intersected: WATER QUINAPOXET RIVER, Facility Carried by Structure: HWY RIVER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.3m (76.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 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: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,104,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,657,000 ( Estimate for 2022), 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: H18020B64MUNNBI, Location: INT RIVER ST & HARRIS (Lat: 42.373572, Lng: -71.827883), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 400 (year 2017), Truck Traffic: 5%, Design Load: HL 93, Features Intersected: WATER QUINAPOXET RIVER, Facility Carried by Structure: HWY RIVER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.0m (85.3ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 74.5 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: 32.4 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: H18020B64MUNNBI, Location: INT RIVER ST & HARRIS (Lat: 42.373572, Lng: -71.827883), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 400 (year 2017), Truck Traffic: 5%, Design Load: HL 93, Features Intersected: WATER QUINAPOXET RIVER, Facility Carried by Structure: HWY RIVER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.0m (85.3ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 74.5 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: 32.4 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: H180221G0MUNNBI, Location: 0.2 M. S OF ELMWOOD AVE (Lat: 42.388044, Lng: -71.879064), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 2009, Status: Open, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 474 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 632 (year 2032), Design Load: HS 20, Features Intersected: WATER QUINAPXT RES OTLT, Facility Carried by Structure: HWY PRINCETON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.476, Lanes on structure: 9, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Very good, Channel: Good, Operating Rating: 72.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $913,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,370,000 ( 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: H180221G0MUNNBI, Location: 0.2 M. S OF ELMWOOD AVE (Lat: 42.388044, Lng: -71.879064), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 2009, Status: Open, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 474 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 632 (year 2032), Design Load: HS 20, Features Intersected: WATER QUINAPXT RES OTLT, Facility Carried by Structure: HWY PRINCETON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.476, Lanes on structure: 9, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Very good, Channel: Good, Operating Rating: 72.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $913,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,370,000 ( 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: H180271VJDOTNBI, Location: 1.7 MI S OF W BOYLSTON TL (Lat: 42.359764, Lng: -71.813381), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 1,630 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,369 (year 2032), Design Load: HS 20, Features Intersected: I 190, Facility Carried by Structure: HWY MALDEN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.50m (31.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,225,000, Roadway Improvement Cost: $323,000, Total Project Cost: $4,838,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: H180271VJDOTNBI, Location: 1.7 MI S OF W BOYLSTON TL (Lat: 42.359764, Lng: -71.813381), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 1,630 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,369 (year 2032), Design Load: HS 20, Features Intersected: I 190, Facility Carried by Structure: HWY MALDEN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.50m (31.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,225,000, Roadway Improvement Cost: $323,000, Total Project Cost: $4,838,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: H180281VKDOTNBI, Location: 3.5 MI.NTH.OF WORC.CTY.LN (Lat: 42.380119, Lng: -71.817722), Route carried "on" structure: Interstate 190, Year Built: 1979, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 19,207 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 41,062 (year 2031), Design Load: HS 20, Features Intersected: HWY RIVER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.975, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $37,000, Total Project Cost: $550,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: H180281VKDOTNBI, Location: 3.5 MI.NTH.OF WORC.CTY.LN (Lat: 42.380119, Lng: -71.817722), Route carried "on" structure: Interstate 190, Year Built: 1979, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 19,207 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 41,062 (year 2031), Design Load: HS 20, Features Intersected: HWY RIVER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.975, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $37,000, Total Project Cost: $550,000 ( 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: H180281VLDOTNBI, Location: 3.5 MI N OF WORCESTER CL (Lat: 42.380586, Lng: -71.817044), Route carried "on" structure: Interstate 190, Year Built: 1979, Status: Temporarily open, Structure Length: 3.30m (10.83ft), Average Daily Traffic: 18,077 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 20,531 (year 2031), Design Load: HS 20, Features Intersected: HWY RIVER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.975, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,910,000, Roadway Improvement Cost: $192,000, Total Project Cost: $2,866,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: H180281VLDOTNBI, Location: 3.5 MI N OF WORCESTER CL (Lat: 42.380586, Lng: -71.817044), Route carried "on" structure: Interstate 190, Year Built: 1979, Status: Temporarily open, Structure Length: 3.30m (10.83ft), Average Daily Traffic: 18,077 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 20,531 (year 2031), Design Load: HS 20, Features Intersected: HWY RIVER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.975, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,910,000, Roadway Improvement Cost: $192,000, Total Project Cost: $2,866,000 ( 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: H180291VMDOTNBI, Location: 300 FEET N OF RIVER ST (Lat: 42.383183, Lng: -71.817619), Route carried "on" structure: Interstate 190, Year Built: 1979, Status: Open, Structure Length: 25.42m (83.40ft), Average Daily Traffic: 19,207 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 28,427 (year 2031), Design Load: HS 20, Features Intersected: WATER QUINAPOXET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.040, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 1, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 79.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.50m (83.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $13,422,000, Roadway Improvement Cost: $1,343,000, Total Project Cost: $20,134,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: H180291VMDOTNBI, Location: 300 FEET N OF RIVER ST (Lat: 42.383183, Lng: -71.817619), Route carried "on" structure: Interstate 190, Year Built: 1979, Status: Open, Structure Length: 25.42m (83.40ft), Average Daily Traffic: 19,207 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 28,427 (year 2031), Design Load: HS 20, Features Intersected: WATER QUINAPOXET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.040, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 1, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 79.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.50m (83.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $13,422,000, Roadway Improvement Cost: $1,343,000, Total Project Cost: $20,134,000 ( 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: H180291VNDOTNBI, Location: 300 FT N OF RIVER ST (Lat: 42.382975, Lng: -71.816961), Route carried "on" structure: Interstate 190, Year Built: 1979, Status: Open, Structure Length: 25.42m (83.40ft), Average Daily Traffic: 18,077 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 28,427 (year 2031), Design Load: HS 20+Mod, Features Intersected: WATER QUINAPOXET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.040, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 1, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 79.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.50m (83.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $13,723,000, Roadway Improvement Cost: $1,373,000, Total Project Cost: $20,585,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: H180291VNDOTNBI, Location: 300 FT N OF RIVER ST (Lat: 42.382975, Lng: -71.816961), Route carried "on" structure: Interstate 190, Year Built: 1979, Status: Open, Structure Length: 25.42m (83.40ft), Average Daily Traffic: 18,077 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 28,427 (year 2031), Design Load: HS 20+Mod, Features Intersected: WATER QUINAPOXET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.040, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 1, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 79.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.50m (83.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $13,723,000, Roadway Improvement Cost: $1,373,000, Total Project Cost: $20,585,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up