Bridge Statistics for Winchendon, Massachusetts (MA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 79ft / 23.9mTotal length
- $13,256,000Total costs
- 67,270Total average daily traffic
- 4,231Total average daily truck traffic
- 116,507Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Winchendon
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11920-1929
- 31930-1939
- 11950-1959
- 11960-1969
- 11970-1979
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 33.3%Very good
- 22.2%Good
- 11.1%Satisfactory
- 22.2%Fair
- 11.1%Poor
- Bridge Condition - Superstructure
- 27.3%Very good
- 9.1%Good
- 27.3%Satisfactory
- 27.3%Fair
- 9.1%Poor
- Bridge Condition - Substructure
- 27.3%Very good
- 9.1%Good
- 36.4%Satisfactory
- 18.2%Fair
- 9.1%Poor
- Bridge Condition - Channel
- 25.0%Very good
- 33.3%Good
- 33.3%Satisfactory
- 8.3%Poor
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Structure Number: W39001BNVMUNNBI, Location: 0.1 MILE NORTH OF WEST ST (Lat: 42.711186, Lng: -72.085722), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 3.70m (12.14ft), Average Daily Traffic: 50 (year 2013), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: WATER TARBELL BROOK, Facility Carried by Structure: HWY HARRIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.0m (114.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: W39001BNVMUNNBI, Location: 0.1 MILE NORTH OF WEST ST (Lat: 42.711186, Lng: -72.085722), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 3.70m (12.14ft), Average Daily Traffic: 50 (year 2013), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: WATER TARBELL BROOK, Facility Carried by Structure: HWY HARRIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.0m (114.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: W390021A7DOTNBI, Location: 0.25 M W JCT GLENALLEN (Lat: 42.692558, Lng: -72.019350), Route carried "on" structure: US 202, Year Built: 1937, Status: Posted for load, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 6,595 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 9,476 (year 2031), Design Load: H 20, Features Intersected: WATER N BR MILLERS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 125.220, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.0m (19.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $1,804,000, Roadway Improvement Cost: $181,000, Total Project Cost: $2,707,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: W390021A7DOTNBI, Location: 0.25 M W JCT GLENALLEN (Lat: 42.692558, Lng: -72.019350), Route carried "on" structure: US 202, Year Built: 1937, Status: Posted for load, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 6,595 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 9,476 (year 2031), Design Load: H 20, Features Intersected: WATER N BR MILLERS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 125.220, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.0m (19.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $1,804,000, Roadway Improvement Cost: $181,000, Total Project Cost: $2,707,000 ( 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: W39004180MUNNBI, Location: E OF JCT RTE12 (Lat: 42.678869, Lng: -72.031858), Route carried "on" structure: City street , Year Built: 1939, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 12,802 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 18,952 (year 2031), Features Intersected: WATER MILLERS RIVER, Facility Carried by Structure: HWY GLENALLEN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: August 2020, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $768,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: W39004180MUNNBI, Location: E OF JCT RTE12 (Lat: 42.678869, Lng: -72.031858), Route carried "on" structure: City street , Year Built: 1939, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 12,802 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 18,952 (year 2031), Features Intersected: WATER MILLERS RIVER, Facility Carried by Structure: HWY GLENALLEN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: August 2020, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $768,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: W3900516EMUNNBI, Location: 1.5 MI E ROYALSTON (Lat: 42.684178, Lng: -72.082972), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 409 (year 2032), Design Load: H 20, Features Intersected: WATER MILLERS RIVER, Facility Carried by Structure: HWY RIVER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.543, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.2m (43.3ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), 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: 68.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: Febuary 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $468,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: W3900516EMUNNBI, Location: 1.5 MI E ROYALSTON (Lat: 42.684178, Lng: -72.082972), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 409 (year 2032), Design Load: H 20, Features Intersected: WATER MILLERS RIVER, Facility Carried by Structure: HWY RIVER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.543, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.2m (43.3ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), 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: 68.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: Febuary 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $468,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000 ( 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: W39006181MUNNBI, Location: N OF JCT RTE202 (Lat: 42.676156, Lng: -72.067636), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 2,069 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 4,106 (year 2031), Design Load: H 20, Features Intersected: WATER MILLERS RIVER, Facility Carried by Structure: HWY BROWN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.3m (63.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: August 2020, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $850,000, Roadway Improvement Cost: $86,000, Total Project Cost: $1,276,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: W39006181MUNNBI, Location: N OF JCT RTE202 (Lat: 42.676156, Lng: -72.067636), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 2,069 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 4,106 (year 2031), Design Load: H 20, Features Intersected: WATER MILLERS RIVER, Facility Carried by Structure: HWY BROWN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.3m (63.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: August 2020, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $850,000, Roadway Improvement Cost: $86,000, Total Project Cost: $1,276,000 ( 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: W39007195DOTNBI, Location: .2 M S. JCT ST. 12 (Lat: 42.677950, Lng: -72.061533), Route carried "on" structure: US 202, Year Built: 1932, Status: Open, Structure Length: 2.45m (8.04ft), Average Daily Traffic: 6,071 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 18,478 (year 2031), Features Intersected: WATER MILLERS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.891, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Superstructure: Fair, Substructure: Poor, Channel: Poor, Inventory Rating: 79.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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, Underwater Inspection Frequency: Every 36 months, Inspection Date: October 2020, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $1,228,000, Roadway Improvement Cost: $123,000, Total Project Cost: $1,843,000 ( Estimate for 2022)
Structure Number: W39007195DOTNBI, Location: .2 M S. JCT ST. 12 (Lat: 42.677950, Lng: -72.061533), Route carried "on" structure: US 202, Year Built: 1932, Status: Open, Structure Length: 2.45m (8.04ft), Average Daily Traffic: 6,071 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 18,478 (year 2031), Features Intersected: WATER MILLERS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.891, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Superstructure: Fair, Substructure: Poor, Channel: Poor, Inventory Rating: 79.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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, Underwater Inspection Frequency: Every 36 months, Inspection Date: October 2020, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $1,228,000, Roadway Improvement Cost: $123,000, Total Project Cost: $1,843,000 ( Estimate for 2022)
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Structure Number: W39012198DOTNBI, Location: ST 12 SPRING ST/MILLERS R (Lat: 42.680000, Lng: -72.046914), Route carried "on" structure: State highway 12, Year Built: 1927, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 16,680 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 32,692 (year 2032), Features Intersected: WATER MILLERS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.467, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 92.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2021, Underwater Inspection Date: November 2020, Bridge Improvement Cost: $528,000, Roadway Improvement Cost: $53,000, Total Project Cost: $793,000 ( Estimate for 2022)
Structure Number: W39012198DOTNBI, Location: ST 12 SPRING ST/MILLERS R (Lat: 42.680000, Lng: -72.046914), Route carried "on" structure: State highway 12, Year Built: 1927, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 16,680 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 32,692 (year 2032), Features Intersected: WATER MILLERS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.467, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 92.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2021, Underwater Inspection Date: November 2020, Bridge Improvement Cost: $528,000, Roadway Improvement Cost: $53,000, Total Project Cost: $793,000 ( Estimate for 2022)
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Structure Number: W3901316DMUNNBI, Location: 600' S INT WITH ST 12 (Lat: 42.678864, Lng: -72.048167), Route carried "on" structure: City street , Year Built: 1850, Year Reconstructed: 1973, Status: Open, Structure Length: 3.92m (12.86ft), Average Daily Traffic: 1,810 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 3,790 (year 2032), Design Load: HS 20, Features Intersected: WATER MILLERS RIVER, Facility Carried by Structure: HWY HIGH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.307, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: September 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $1,556,000, Roadway Improvement Cost: $156,000, Total Project Cost: $2,335,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: W3901316DMUNNBI, Location: 600' S INT WITH ST 12 (Lat: 42.678864, Lng: -72.048167), Route carried "on" structure: City street , Year Built: 1850, Year Reconstructed: 1973, Status: Open, Structure Length: 3.92m (12.86ft), Average Daily Traffic: 1,810 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 3,790 (year 2032), Design Load: HS 20, Features Intersected: WATER MILLERS RIVER, Facility Carried by Structure: HWY HIGH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.307, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: September 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $1,556,000, Roadway Improvement Cost: $156,000, Total Project Cost: $2,335,000 ( 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: W39015BQGMUNNBI, Location: 1.5M W OF RT12 BULLARDVLL (Lat: 42.698417, Lng: -72.086506), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: WATER TARBELL BROOK, Facility Carried by Structure: HWY N ROYLSTN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: W39015BQGMUNNBI, Location: 1.5M W OF RT12 BULLARDVLL (Lat: 42.698417, Lng: -72.086506), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: WATER TARBELL BROOK, Facility Carried by Structure: HWY N ROYLSTN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: W39018B1WDOTNBI, Location: JCT OF ELMWOOD RD (Lat: 42.695397, Lng: -72.015064), Route carried "on" structure: US 202, Year Built: 2008, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 9,310 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 21,636 (year 2032), Design Load: HS 25 or greater, Features Intersected: WATER N BR MILLERS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 125.751, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $498,000, Roadway Improvement Cost: $50,000, Total Project Cost: $748,000 ( 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: W39018B1WDOTNBI, Location: JCT OF ELMWOOD RD (Lat: 42.695397, Lng: -72.015064), Route carried "on" structure: US 202, Year Built: 2008, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 9,310 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 21,636 (year 2032), Design Load: HS 25 or greater, Features Intersected: WATER N BR MILLERS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 125.751, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $498,000, Roadway Improvement Cost: $50,000, Total Project Cost: $748,000 ( 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: W39021AU1DOTNBI, Location: .5 MI S JCT ST 140 (Lat: 42.660972, Lng: -72.001722), Route carried "on" structure: State highway 12, Year Built: 2001, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 9,107 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 5,310 (year 2033), Design Load: HS 20, Features Intersected: WATER MILLERS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 93.959, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 83.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, 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: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: W39021AU1DOTNBI, Location: .5 MI S JCT ST 140 (Lat: 42.660972, Lng: -72.001722), Route carried "on" structure: State highway 12, Year Built: 2001, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 9,107 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 5,310 (year 2033), Design Load: HS 20, Features Intersected: WATER MILLERS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 93.959, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 83.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, 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: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: W3903617YMUNNBI, Location: E OF RT202@LAKE MONOMANAC (Lat: 42.704269, Lng: -72.010728), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 776 (year 2016), Average Future Daily Traffic: 1,658 (year 2031), Features Intersected: WATER N BR MILLERS RIVER, Facility Carried by Structure: HWY MONOM RD WST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $761,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,142,000 ( Estimate for 2022)
Structure Number: W3903617YMUNNBI, Location: E OF RT202@LAKE MONOMANAC (Lat: 42.704269, Lng: -72.010728), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 776 (year 2016), Average Future Daily Traffic: 1,658 (year 2031), Features Intersected: WATER N BR MILLERS RIVER, Facility Carried by Structure: HWY MONOM RD WST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $761,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,142,000 ( Estimate for 2022)