Bridge Statistics for Ashfield, Massachusetts (MA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 52ft / 15.8mTotal length
- $11,851,000Total costs
- 15,729Total average daily traffic
- 1,153Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Ashfield
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 51930-1939
- 21940-1949
- 32000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 7.7%Excellent
- 7.7%Very good
- 69.2%Good
- 15.4%Satisfactory
- Bridge Condition - Superstructure
- 7.7%Excellent
- 15.4%Very good
- 23.1%Good
- 46.2%Satisfactory
- 7.7%Fair
- Bridge Condition - Substructure
- 7.7%Excellent
- 23.1%Very good
- 61.5%Good
- 7.7%Satisfactory
- Bridge Condition - Channel
- 7.7%Excellent
- 15.4%Very good
- 30.8%Good
- 23.1%Satisfactory
- 15.4%Fair
- 7.7%Poor
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Structure Number: A130010KBDOTNBI, Location: .1 MI N OF APPLE VALLEY R (Lat: 42.559578, Lng: -72.803989), Route carried "on" structure: State highway 112, Year Built: 1900, Year Reconstructed: 1952, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,621 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,553 (year 2031), Design Load: H 20, Features Intersected: WATER CLESSON BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.015, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior 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: September 2020, Bridge Improvement Cost: $622,000, Roadway Improvement Cost: $63,000, Total Project Cost: $934,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: A130010KBDOTNBI, Location: .1 MI N OF APPLE VALLEY R (Lat: 42.559578, Lng: -72.803989), Route carried "on" structure: State highway 112, Year Built: 1900, Year Reconstructed: 1952, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,621 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,553 (year 2031), Design Load: H 20, Features Intersected: WATER CLESSON BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.015, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior 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: September 2020, Bridge Improvement Cost: $622,000, Roadway Improvement Cost: $63,000, Total Project Cost: $934,000 ( 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: A13004B1QDOTNBI, Location: 1/4 MI E OF CREAMERY ROAD (Lat: 42.509225, Lng: -72.771764), Route carried "on" structure: State highway 116, Year Built: 2007, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 1,940 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 4,422 (year 2032), Design Load: HS 25 or greater, Features Intersected: WATER SOUTH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.029, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.8m (35.4ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $498,000, Roadway Improvement Cost: $50,000, Total Project Cost: $748,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A13004B1QDOTNBI, Location: 1/4 MI E OF CREAMERY ROAD (Lat: 42.509225, Lng: -72.771764), Route carried "on" structure: State highway 116, Year Built: 2007, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 1,940 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 4,422 (year 2032), Design Load: HS 25 or greater, Features Intersected: WATER SOUTH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.029, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.8m (35.4ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $498,000, Roadway Improvement Cost: $50,000, Total Project Cost: $748,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: A1301090EDOTNBI, Location: 250' W JCT SPRUCE COR RD (Lat: 42.502492, Lng: -72.850322), Route carried "on" structure: State highway 116, Year Built: 2007, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 5,819 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,469 (year 2032), Design Load: HS 25 or greater, Features Intersected: WATER SWIFT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.660, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 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: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $789,000, Roadway Improvement Cost: $79,000, Total Project Cost: $1,184,000 ( 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: A1301090EDOTNBI, Location: 250' W JCT SPRUCE COR RD (Lat: 42.502492, Lng: -72.850322), Route carried "on" structure: State highway 116, Year Built: 2007, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 5,819 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,469 (year 2032), Design Load: HS 25 or greater, Features Intersected: WATER SWIFT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.660, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 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: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $789,000, Roadway Improvement Cost: $79,000, Total Project Cost: $1,184,000 ( 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: A13012B1RDOTNBI, Location: 600' N. OF CREAMERY ROAD (Lat: 42.512069, Lng: -72.775228), Route carried "on" structure: State highway 116, Year Built: 2007, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 1,940 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 4,422 (year 2032), Design Load: HS 25 or greater, Features Intersected: WATER SOUTH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.629, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $510,000, Roadway Improvement Cost: $52,000, Total Project Cost: $766,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A13012B1RDOTNBI, Location: 600' N. OF CREAMERY ROAD (Lat: 42.512069, Lng: -72.775228), Route carried "on" structure: State highway 116, Year Built: 2007, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 1,940 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 4,422 (year 2032), Design Load: HS 25 or greater, Features Intersected: WATER SOUTH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.629, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $510,000, Roadway Improvement Cost: $52,000, Total Project Cost: $766,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: A130140FNMUNNBI, Location: W OF RT112 1M S OF BCKLND (Lat: 42.554750, Lng: -72.807611), Route carried "on" structure: City street , Year Built: 1938, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 388 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2032), Design Load: H 20, Features Intersected: WATER UPPR BR CLESSON BK, Facility Carried by Structure: HWY APPLE VALLEY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 47.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $391,000, Roadway Improvement Cost: $40,000, Total Project Cost: $587,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: A130140FNMUNNBI, Location: W OF RT112 1M S OF BCKLND (Lat: 42.554750, Lng: -72.807611), Route carried "on" structure: City street , Year Built: 1938, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 388 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2032), Design Load: H 20, Features Intersected: WATER UPPR BR CLESSON BK, Facility Carried by Structure: HWY APPLE VALLEY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 47.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $391,000, Roadway Improvement Cost: $40,000, Total Project Cost: $587,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A130150FKMUNNBI, Location: BTW BLDNGVL RD&BPTST CORN (Lat: 42.539419, Lng: -72.770764), Route carried "on" structure: City street , Year Built: 1940, Status: Posted for load, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 120 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2032), Design Load: H 15, Features Intersected: WATER BEAR RIVER, Facility Carried by Structure: HWY BELDNGVIL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 30.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,509,000, Roadway Improvement Cost: $151,000, Total Project Cost: $2,264,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: A130150FKMUNNBI, Location: BTW BLDNGVL RD&BPTST CORN (Lat: 42.539419, Lng: -72.770764), Route carried "on" structure: City street , Year Built: 1940, Status: Posted for load, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 120 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2032), Design Load: H 15, Features Intersected: WATER BEAR RIVER, Facility Carried by Structure: HWY BELDNGVIL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 30.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,509,000, Roadway Improvement Cost: $151,000, Total Project Cost: $2,264,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A130200FMMUNNBI, Location: 1M W OF RT112 NEAR BCKLND (Lat: 42.561050, Lng: -72.818375), Route carried "on" structure: City street , Year Built: 1939, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 129 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2032), Design Load: H 15, Features Intersected: WATER U BR CLESSON BK, Facility Carried by Structure: HWY APPLE VALLEY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 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 minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,247,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,871,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: A130200FMMUNNBI, Location: 1M W OF RT112 NEAR BCKLND (Lat: 42.561050, Lng: -72.818375), Route carried "on" structure: City street , Year Built: 1939, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 129 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2032), Design Load: H 15, Features Intersected: WATER U BR CLESSON BK, Facility Carried by Structure: HWY APPLE VALLEY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 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 minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,247,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,871,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A130230FLMUNNBI, Location: AT INT. W/ ROUTE 116 (Lat: 42.508944, Lng: -72.763958), Route carried "on" structure: City street , Year Built: 1938, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 120 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2032), Design Load: H 15, Features Intersected: WATER SOUTH RIVER, Facility Carried by Structure: HWY BULLITT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 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: Equal to present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $495,000, Roadway Improvement Cost: $50,000, Total Project Cost: $743,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: A130230FLMUNNBI, Location: AT INT. W/ ROUTE 116 (Lat: 42.508944, Lng: -72.763958), Route carried "on" structure: City street , Year Built: 1938, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 120 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2032), Design Load: H 15, Features Intersected: WATER SOUTH RIVER, Facility Carried by Structure: HWY BULLITT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 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: Equal to present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $495,000, Roadway Improvement Cost: $50,000, Total Project Cost: $743,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A130240EFMUNNBI, Location: 500' SOUTH OF 116 (Lat: 42.508400, Lng: -72.775994), Route carried "on" structure: City street , Year Built: 1938, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,034 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,263 (year 2032), Features Intersected: WATER CREAMERY BROOK, Facility Carried by Structure: HWY WILLIAMSBURG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $431,000, Roadway Improvement Cost: $44,000, Total Project Cost: $647,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: A130240EFMUNNBI, Location: 500' SOUTH OF 116 (Lat: 42.508400, Lng: -72.775994), Route carried "on" structure: City street , Year Built: 1938, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,034 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,263 (year 2032), Features Intersected: WATER CREAMERY BROOK, Facility Carried by Structure: HWY WILLIAMSBURG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $431,000, Roadway Improvement Cost: $44,000, Total Project Cost: $647,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A130250FJMUNNBI, Location: 350' E. OF INT W/ RTE 116 (Lat: 42.510486, Lng: -72.773850), Route carried "on" structure: City street , Year Built: 1939, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 120 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2032), Design Load: H 15, Features Intersected: WATER SOUTH RIVER, Facility Carried by Structure: HWY BURTON HLL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $461,000, Roadway Improvement Cost: $47,000, Total Project Cost: $692,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: A130250FJMUNNBI, Location: 350' E. OF INT W/ RTE 116 (Lat: 42.510486, Lng: -72.773850), Route carried "on" structure: City street , Year Built: 1939, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 120 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2032), Design Load: H 15, Features Intersected: WATER SOUTH RIVER, Facility Carried by Structure: HWY BURTON HLL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $461,000, Roadway Improvement Cost: $47,000, Total Project Cost: $692,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A130270FPMUNNBI, Location: BTWN BELDINGVL & CONWAY (Lat: 42.539208, Lng: -72.770631), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 129 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2032), Design Load: H 15, Features Intersected: WATER BEAR RIVER, Facility Carried by Structure: HWY BELDINGVILLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 77.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $943,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,415,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: A130270FPMUNNBI, Location: BTWN BELDINGVL & CONWAY (Lat: 42.539208, Lng: -72.770631), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 129 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2032), Design Load: H 15, Features Intersected: WATER BEAR RIVER, Facility Carried by Structure: HWY BELDINGVILLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 77.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $943,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,415,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A13028C6VMUNNBI, Location: 0.8MI W OLD STAGE/BUGHILL (Lat: 42.537133, Lng: -72.866056), Route carried "on" structure: City street , Year Built: 2021, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 129 (year 2017), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: WATER SWIFT RIVER, Facility Carried by Structure: HWY WATSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 45.4 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: 35.6 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: Superior 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A13028C6VMUNNBI, Location: 0.8MI W OLD STAGE/BUGHILL (Lat: 42.537133, Lng: -72.866056), Route carried "on" structure: City street , Year Built: 2021, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 129 (year 2017), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: WATER SWIFT RIVER, Facility Carried by Structure: HWY WATSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 45.4 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: 35.6 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: Superior 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: A13039C2TMUNNBI, Location: 1/4 MI. N. OF HAWLEY RD. (Lat: 42.559575, Lng: -72.827786), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 240 (year 2016), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: WATER UP BRNCH CLSSN BK, Facility Carried by Structure: HWY APPLE VLY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, 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: 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: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A13039C2TMUNNBI, Location: 1/4 MI. N. OF HAWLEY RD. (Lat: 42.559575, Lng: -72.827786), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 240 (year 2016), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: WATER UP BRNCH CLSSN BK, Facility Carried by Structure: HWY APPLE VLY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, 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: 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: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing