Bridge Statistics for Royalston, Massachusetts (MA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 49ft / 14.9mTotal length
- $6,778,000Total costs
- 4,207Total average daily traffic
- 421Total average daily truck traffic
- 6,518Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Royalston
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 31940-1949
- 12000-2009
- 42010-2019
- Bridge Condition - Deck
- 16.7%Excellent
- 16.7%Very good
- 33.3%Good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 10.0%Excellent
- 20.0%Very good
- 20.0%Good
- 10.0%Satisfactory
- 30.0%Fair
- 10.0%Poor
- Bridge Condition - Substructure
- 10.0%Excellent
- 30.0%Very good
- 20.0%Good
- 10.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Channel
- 9.1%Excellent
- 18.2%Very good
- 54.5%Good
- 9.1%Satisfactory
- 9.1%Fair
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Structure Number: R12001B35MUNNBI, Location: 0.8 M S OF ATHOL RD/RT63 (Lat: 42.665444, Lng: -72.178861), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 15 (year 2017), Design Load: HL 93, Features Intersected: WATER LAWRENCE BROOK, Facility Carried by Structure: HWY STOCKWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.9m (12.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: R12001B35MUNNBI, Location: 0.8 M S OF ATHOL RD/RT63 (Lat: 42.665444, Lng: -72.178861), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 15 (year 2017), Design Load: HL 93, Features Intersected: WATER LAWRENCE BROOK, Facility Carried by Structure: HWY STOCKWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.9m (12.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, 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: R12002164MUNNBI, Location: 300' N WINCHENDON RD (Lat: 42.671194, Lng: -72.173075), Route carried "on" structure: State highway 68, Year Built: 1940, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 905 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 663 (year 2032), Design Load: H 20, Features Intersected: WATER LAWRENCE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.651, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.2m (43.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: January 2021, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $501,000, Roadway Improvement Cost: $51,000, Total Project Cost: $752,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: R12002164MUNNBI, Location: 300' N WINCHENDON RD (Lat: 42.671194, Lng: -72.173075), Route carried "on" structure: State highway 68, Year Built: 1940, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 905 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 663 (year 2032), Design Load: H 20, Features Intersected: WATER LAWRENCE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.651, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.2m (43.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: January 2021, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $501,000, Roadway Improvement Cost: $51,000, Total Project Cost: $752,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: R12004B8QMUNNBI, Location: 1M N OF RT68 NR BROWN RD (Lat: 42.687500, Lng: -72.177167), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 600 (year 2016), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: WATER LAWRENCE BROOK, Facility Carried by Structure: HWY NE FITZWM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.450, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: R12004B8QMUNNBI, Location: 1M N OF RT68 NR BROWN RD (Lat: 42.687500, Lng: -72.177167), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 600 (year 2016), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: WATER LAWRENCE BROOK, Facility Carried by Structure: HWY NE FITZWM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.450, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: R12006BJWMUNNBI, Location: 0.6M S OF NH BRDR IN CNTR (Lat: 42.714167, Lng: -72.181278), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 110 (year 2004), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: WATER LAWRENCE BROOK, Facility Carried by Structure: HWY N FITZWLM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: R12006BJWMUNNBI, Location: 0.6M S OF NH BRDR IN CNTR (Lat: 42.714167, Lng: -72.181278), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 110 (year 2004), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: WATER LAWRENCE BROOK, Facility Carried by Structure: HWY N FITZWLM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: R12007165MUNNBI, Location: .6 MI N OF ATHOL LINE (Lat: 42.649783, Lng: -72.200567), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 738 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,958 (year 2031), Features Intersected: WATER LAWRENCE BROOK, Facility Carried by Structure: HWY ATHOL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: August 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $39,000, Total Project Cost: $574,000 ( Estimate for 2022)
Structure Number: R12007165MUNNBI, Location: .6 MI N OF ATHOL LINE (Lat: 42.649783, Lng: -72.200567), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 738 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,958 (year 2031), Features Intersected: WATER LAWRENCE BROOK, Facility Carried by Structure: HWY ATHOL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: August 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $39,000, Total Project Cost: $574,000 ( Estimate for 2022)
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Structure Number: R12009BT5MUNNBI, Location: BTOWN LOMIS RD& NH BORDER (Lat: 42.715456, Lng: -72.178950), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 187 (year 2015), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: WATER LAWRENCE BROOK, Facility Carried by Structure: HWY N FITZWLM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.359, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: R12009BT5MUNNBI, Location: BTOWN LOMIS RD& NH BORDER (Lat: 42.715456, Lng: -72.178950), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 187 (year 2015), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: WATER LAWRENCE BROOK, Facility Carried by Structure: HWY N FITZWLM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.359, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: R12013167MUNNBI, Location: JUST W OF WINCHENDON LINE (Lat: 42.682953, Lng: -72.115142), Route carried "on" structure: City street , Year Built: 1937, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 1,293 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 869 (year 2032), Features Intersected: WATER PRIEST BROOK, Facility Carried by Structure: HWY WINCHNDON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.747, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $1,301,000, Roadway Improvement Cost: $131,000, Total Project Cost: $1,952,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: R12013167MUNNBI, Location: JUST W OF WINCHENDON LINE (Lat: 42.682953, Lng: -72.115142), Route carried "on" structure: City street , Year Built: 1937, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 1,293 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 869 (year 2032), Features Intersected: WATER PRIEST BROOK, Facility Carried by Structure: HWY WINCHNDON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.747, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $1,301,000, Roadway Improvement Cost: $131,000, Total Project Cost: $1,952,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: R12015AU2MUNNBI, Location: .5 MI N OF PHILLIPSTON LN (Lat: 42.628481, Lng: -72.144211), Route carried "on" structure: State highway 68, Year Built: 2002, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,211 (year 2031), Design Load: HS 20, Features Intersected: WATER MILLERS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.814, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.0m (108.3ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 62.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $802,000, Roadway Improvement Cost: $81,000, Total Project Cost: $1,204,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: R12015AU2MUNNBI, Location: .5 MI N OF PHILLIPSTON LN (Lat: 42.628481, Lng: -72.144211), Route carried "on" structure: State highway 68, Year Built: 2002, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,211 (year 2031), Design Load: HS 20, Features Intersected: WATER MILLERS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.814, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.0m (108.3ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 62.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $802,000, Roadway Improvement Cost: $81,000, Total Project Cost: $1,204,000 ( 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: R1201817KMUNNBI, Location: 0.2M S OF NH BDR NR WNCDN (Lat: 42.714917, Lng: -72.125028), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 2005, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 51 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 204 (year 2032), Design Load: H 15, Features Intersected: WATER SCOTT BROOK, Facility Carried by Structure: HWY OLD TNPKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.814, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.3 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: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2021, Underwater Inspection Date: December 2021, Bridge Improvement Cost: $704,000, Roadway Improvement Cost: $71,000, Total Project Cost: $1,057,000 ( Estimate for 2022), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: R1201817KMUNNBI, Location: 0.2M S OF NH BDR NR WNCDN (Lat: 42.714917, Lng: -72.125028), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 2005, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 51 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 204 (year 2032), Design Load: H 15, Features Intersected: WATER SCOTT BROOK, Facility Carried by Structure: HWY OLD TNPKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.814, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.3 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: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2021, Underwater Inspection Date: December 2021, Bridge Improvement Cost: $704,000, Roadway Improvement Cost: $71,000, Total Project Cost: $1,057,000 ( Estimate for 2022), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: R12021168MUNNBI, Location: 1 MI SE OF RTE 32 (Lat: 42.690494, Lng: -72.224694), Route carried "on" structure: State highway 68, Year Built: 1948, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 129 (year 2019), Average Future Daily Traffic: 409 (year 2032), Features Intersected: WATER E BR TULLY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.060, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $25,000, Total Project Cost: $368,000 ( Estimate for 2022)
Structure Number: R12021168MUNNBI, Location: 1 MI SE OF RTE 32 (Lat: 42.690494, Lng: -72.224694), Route carried "on" structure: State highway 68, Year Built: 1948, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 129 (year 2019), Average Future Daily Traffic: 409 (year 2032), Features Intersected: WATER E BR TULLY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.060, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $25,000, Total Project Cost: $368,000 ( Estimate for 2022)
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Structure Number: R1203017QMUNNBI, Location: 0.2 MI EAST RT 68 (Lat: 42.626711, Lng: -72.140117), Route carried "on" structure: City street , Year Built: 1941, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 129 (year 2019), Average Future Daily Traffic: 204 (year 2032), Features Intersected: WATER BEAVER BROOK, Facility Carried by Structure: HWY BRCH HL D RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: January 2021, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $580,000, Roadway Improvement Cost: $59,000, Total Project Cost: $871,000 ( Estimate for 2022)
Structure Number: R1203017QMUNNBI, Location: 0.2 MI EAST RT 68 (Lat: 42.626711, Lng: -72.140117), Route carried "on" structure: City street , Year Built: 1941, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 129 (year 2019), Average Future Daily Traffic: 204 (year 2032), Features Intersected: WATER BEAVER BROOK, Facility Carried by Structure: HWY BRCH HL D RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: January 2021, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $580,000, Roadway Improvement Cost: $59,000, Total Project Cost: $871,000 ( Estimate for 2022)