Bridge Statistics for Amesbury, Massachusetts (MA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 30Number of bridges
- 545ft / 166mTotal length
- $61,662,000Total costs
- 818,394Total average daily traffic
- 72,386Total average daily truck traffic
- 992,086Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Amesbury
- No street view available for this location
- New bridges - historical statistics
- 5Before 1900
- 11940-1949
- 121960-1969
- 21990-1999
- 22000-2009
- 82010-2019
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 11990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 4.3%Very good
- 39.1%Good
- 30.4%Satisfactory
- 26.1%Fair
- Bridge Condition - Superstructure
- 3.3%Very good
- 36.7%Good
- 23.3%Satisfactory
- 36.7%Fair
- Bridge Condition - Substructure
- 3.3%Very good
- 40.0%Good
- 23.3%Satisfactory
- 33.3%Fair
- Bridge Condition - Channel
- 71.4%Good
- 14.3%Satisfactory
- 14.3%Fair
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Structure Number: A070032QUMUNNBI, Location: .5 MI N OF TOWN CENTER (Lat: 42.858514, Lng: -70.938356), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 3,400 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,790 (year 2031), Design Load: HS 20+Mod, Features Intersected: WATER POWWOW RIVER, Facility Carried by Structure: HWY HIGH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $770,000, Roadway Improvement Cost: $78,000, Total Project Cost: $1,156,000 ( 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: A070032QUMUNNBI, Location: .5 MI N OF TOWN CENTER (Lat: 42.858514, Lng: -70.938356), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 3,400 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,790 (year 2031), Design Load: HS 20+Mod, Features Intersected: WATER POWWOW RIVER, Facility Carried by Structure: HWY HIGH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $770,000, Roadway Improvement Cost: $78,000, Total Project Cost: $1,156,000 ( 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: A07004AY0MUNNBI, Location: 1.2MI N OF RT.495 (Lat: 42.857814, Lng: -70.936444), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 387 (year 2019), Average Future Daily Traffic: 812 (year 2032), Design Load: HS 25 or greater, Features Intersected: WATER POWWOW RIVER, Facility Carried by Structure: HWY THOMPSON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 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: 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, Inspection Date: March 2021, Bridge Improvement Cost: $651,000, Roadway Improvement Cost: $66,000, Total Project Cost: $977,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A07004AY0MUNNBI, Location: 1.2MI N OF RT.495 (Lat: 42.857814, Lng: -70.936444), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 387 (year 2019), Average Future Daily Traffic: 812 (year 2032), Design Load: HS 25 or greater, Features Intersected: WATER POWWOW RIVER, Facility Carried by Structure: HWY THOMPSON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 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: 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, Inspection Date: March 2021, Bridge Improvement Cost: $651,000, Roadway Improvement Cost: $66,000, Total Project Cost: $977,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: A070052Y7DOTNBI, Location: IN CENTER OF TOWN (Lat: 42.857606, Lng: -70.930683), Route carried "on" structure: State highway 150, Year Built: 1850, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 12,700 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 3,879 (year 2032), Features Intersected: WATER POWWOW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.214, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 3.3m (10.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Inventory Rating: 61.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $557,000, Roadway Improvement Cost: $56,000, Total Project Cost: $836,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: A070052Y7DOTNBI, Location: IN CENTER OF TOWN (Lat: 42.857606, Lng: -70.930683), Route carried "on" structure: State highway 150, Year Built: 1850, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 12,700 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 3,879 (year 2032), Features Intersected: WATER POWWOW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.214, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 3.3m (10.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Inventory Rating: 61.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $557,000, Roadway Improvement Cost: $56,000, Total Project Cost: $836,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A070062PDMUNNBI, Location: AT BACK RIVER (Lat: 42.858650, Lng: -70.928106), Route carried "on" structure: City street , Year Built: 1860, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 9,200 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 18,794 (year 2031), Features Intersected: WATER BACK RIVER, Facility Carried by Structure: HWY ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Good, Inventory Rating: 98.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: September 2020, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $197,000, Roadway Improvement Cost: $20,000, Total Project Cost: $296,000 ( Estimate for 2022)
Structure Number: A070062PDMUNNBI, Location: AT BACK RIVER (Lat: 42.858650, Lng: -70.928106), Route carried "on" structure: City street , Year Built: 1860, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 9,200 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 18,794 (year 2031), Features Intersected: WATER BACK RIVER, Facility Carried by Structure: HWY ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Good, Inventory Rating: 98.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: September 2020, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $197,000, Roadway Improvement Cost: $20,000, Total Project Cost: $296,000 ( Estimate for 2022)
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Structure Number: A07007AE4MUNNBI, Location: 2.4 K WEST OF I 95 (Lat: 42.866806, Lng: -70.920764), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 2.27m (7.45ft), Average Daily Traffic: 2,500 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,106 (year 2032), Design Load: HS 20, Features Intersected: WATER BACK RIVER, Facility Carried by Structure: HWY CLINTON ST
Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 1.014, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.7m (74.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,041,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,562,000 ( 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: A07007AE4MUNNBI, Location: 2.4 K WEST OF I 95 (Lat: 42.866806, Lng: -70.920764), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 2.27m (7.45ft), Average Daily Traffic: 2,500 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,106 (year 2032), Design Load: HS 20, Features Intersected: WATER BACK RIVER, Facility Carried by Structure: HWY CLINTON ST
Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 1.014, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.7m (74.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,041,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,562,000 ( 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: A070082QXMUNNBI, Location: 0.15 M W OF ELM ST (Lat: 42.853178, Lng: -70.923314), Route carried "on" structure: City street , Year Built: 1949, Status: Posted for load, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 1,000 (year 2022), Average Future Daily Traffic: 1,342 (year 2033), Design Load: H 15, Features Intersected: TR AMESBURY RIVERWALK, Facility Carried by Structure: HWY OAK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 5.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,073,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,610,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: A070082QXMUNNBI, Location: 0.15 M W OF ELM ST (Lat: 42.853178, Lng: -70.923314), Route carried "on" structure: City street , Year Built: 1949, Status: Posted for load, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 1,000 (year 2022), Average Future Daily Traffic: 1,342 (year 2033), Design Load: H 15, Features Intersected: TR AMESBURY RIVERWALK, Facility Carried by Structure: HWY OAK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 5.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,073,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,610,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: A070092YADOTNBI, Location: 0.1MI N MERRIMAC RIVER (Lat: 42.841408, Lng: -70.925094), Route carried "on" structure: State highway , Year Built: 1890, Year Reconstructed: 1998, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 8,336 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,106 (year 2032), Design Load: HS 20, Features Intersected: WATER POWWOW RIVER, Facility Carried by Structure: HWY MAIN ST
Minimum Vertical Clearance: 4.11m (13.48ft), Kilometerpoint: 2.560, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 91.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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 desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: March 2021, Underwater Inspection Date: April 2019, Bridge Improvement Cost: $2,829,000, Roadway Improvement Cost: $283,000, Total Project Cost: $4,244,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A070092YADOTNBI, Location: 0.1MI N MERRIMAC RIVER (Lat: 42.841408, Lng: -70.925094), Route carried "on" structure: State highway , Year Built: 1890, Year Reconstructed: 1998, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 8,336 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,106 (year 2032), Design Load: HS 20, Features Intersected: WATER POWWOW RIVER, Facility Carried by Structure: HWY MAIN ST
Minimum Vertical Clearance: 4.11m (13.48ft), Kilometerpoint: 2.560, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 91.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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 desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: March 2021, Underwater Inspection Date: April 2019, Bridge Improvement Cost: $2,829,000, Roadway Improvement Cost: $283,000, Total Project Cost: $4,244,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: A070102Y9DOTNBI, Location: AT MERRIMACK RIVER (Lat: 42.835375, Lng: -70.907431), Route carried "on" structure: State highway , Year Built: 1850, Year Reconstructed: 2012, Status: Posted for load, Structure Length: 13.02m (42.72ft), Average Daily Traffic: 17,400 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 29,217 (year 2030), Design Load: HL 93, Features Intersected: WATER MERRIMACK RIVER, Facility Carried by Structure: HWY MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Navigation Control: Yes ( Vertical Clearance: 4.3m (14.1ft), Horizontal Clearance: 15.2m (49.9ft)), Material/Design: Steel, Design/Construction: Movable - Swing, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 49.4m (162.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 14.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior 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: 13.10m (42.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2020, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $5,455,000, Roadway Improvement Cost: $546,000, Total Project Cost: $8,183,000 ( Estimate for 2022), Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: A070102Y9DOTNBI, Location: AT MERRIMACK RIVER (Lat: 42.835375, Lng: -70.907431), Route carried "on" structure: State highway , Year Built: 1850, Year Reconstructed: 2012, Status: Posted for load, Structure Length: 13.02m (42.72ft), Average Daily Traffic: 17,400 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 29,217 (year 2030), Design Load: HL 93, Features Intersected: WATER MERRIMACK RIVER, Facility Carried by Structure: HWY MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Navigation Control: Yes ( Vertical Clearance: 4.3m (14.1ft), Horizontal Clearance: 15.2m (49.9ft)), Material/Design: Steel, Design/Construction: Movable - Swing, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 49.4m (162.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 14.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior 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: 13.10m (42.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2020, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $5,455,000, Roadway Improvement Cost: $546,000, Total Project Cost: $8,183,000 ( Estimate for 2022), Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: A070112QYMUNNBI, Location: 1.2MI N OF RT.495 (Lat: 42.857583, Lng: -70.933419), Route carried "on" structure: City street , Year Built: 1850, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 3,500 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 3,001 (year 2032), Features Intersected: WATER POWWOW RIVER, Facility Carried by Structure: HWY POND 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: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 41.8 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: Better than 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: September 2021, Underwater Inspection Date: March 2019, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $36,000, Total Project Cost: $526,000 ( Estimate for 2022)
Structure Number: A070112QYMUNNBI, Location: 1.2MI N OF RT.495 (Lat: 42.857583, Lng: -70.933419), Route carried "on" structure: City street , Year Built: 1850, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 3,500 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 3,001 (year 2032), Features Intersected: WATER POWWOW RIVER, Facility Carried by Structure: HWY POND 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: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 41.8 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: Better than 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: September 2021, Underwater Inspection Date: March 2019, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $36,000, Total Project Cost: $526,000 ( Estimate for 2022)
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Structure Number: A07016BHUDOTNBI, Location: AT MERRIMAC RIVER (Lat: 42.835119, Lng: -70.910642), Route carried "on" structure: Interstate 95, Year Built: 2015, Status: Open, Structure Length: 39.62m (129.99ft), Average Daily Traffic: 86,120 (year 2018), Truck Traffic: 7%, Design Load: HL 93, Features Intersected: WATER MERRIMACK RIVER
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 138.786, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Steel, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 146.3m (480.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.3m (14.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: A07016BHUDOTNBI, Location: AT MERRIMAC RIVER (Lat: 42.835119, Lng: -70.910642), Route carried "on" structure: Interstate 95, Year Built: 2015, Status: Open, Structure Length: 39.62m (129.99ft), Average Daily Traffic: 86,120 (year 2018), Truck Traffic: 7%, Design Load: HL 93, Features Intersected: WATER MERRIMACK RIVER
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 138.786, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Steel, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 146.3m (480.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.3m (14.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A07016BHVDOTNBI, Location: AT MERRIMAC RIVER (Lat: 42.835244, Lng: -70.910983), Route carried "on" structure: Interstate 95, Year Built: 2017, Status: Open, Structure Length: 39.62m (129.99ft), Average Daily Traffic: 57,000 (year 2018), Truck Traffic: 9%, Design Load: HL 93, Features Intersected: WATER MERRIMACK RIVER
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 138.786, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Steel, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 146.3m (480.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A07016BHVDOTNBI, Location: AT MERRIMAC RIVER (Lat: 42.835244, Lng: -70.910983), Route carried "on" structure: Interstate 95, Year Built: 2017, Status: Open, Structure Length: 39.62m (129.99ft), Average Daily Traffic: 57,000 (year 2018), Truck Traffic: 9%, Design Load: HL 93, Features Intersected: WATER MERRIMACK RIVER
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 138.786, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Steel, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 146.3m (480.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: A07017BHWDOTNBI, Location: 1/8 M N. OF WHITTIER BRDG (Lat: 42.837331, Lng: -70.908761), Route carried "on" structure: Interstate 95, Year Built: 2018, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 37,200 (year 2018), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: HWY EVANS PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 139.335, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.7m (77.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.3m (14.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.4 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A07017BHWDOTNBI, Location: 1/8 M N. OF WHITTIER BRDG (Lat: 42.837331, Lng: -70.908761), Route carried "on" structure: Interstate 95, Year Built: 2018, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 37,200 (year 2018), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: HWY EVANS PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 139.335, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.7m (77.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.3m (14.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.4 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: A07017BHXDOTNBI, Location: 1/8 MI N OF WHITTIER BRGE (Lat: 42.837731, Lng: -70.909039), Route carried "on" structure: Interstate 95, Year Built: 2018, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 37,200 (year 2018), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: HWY EVANS PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 139.335, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: 38.9 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A07017BHXDOTNBI, Location: 1/8 MI N OF WHITTIER BRGE (Lat: 42.837731, Lng: -70.909039), Route carried "on" structure: Interstate 95, Year Built: 2018, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 37,200 (year 2018), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: HWY EVANS PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 139.335, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: 38.9 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: A070182V3DOTNBI, Location: .9 MI N MERRIMAC RIVER (Lat: 42.845042, Lng: -70.902667), Route carried "on" structure: Interstate 95, Year Built: 1967, Year Reconstructed: 2017, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 59,700 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 87,177 (year 2032), Design Load: HS 20+Mod, Features Intersected: ST110
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.246, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 45.4 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: A070182V3DOTNBI, Location: .9 MI N MERRIMAC RIVER (Lat: 42.845042, Lng: -70.902667), Route carried "on" structure: Interstate 95, Year Built: 1967, Year Reconstructed: 2017, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 59,700 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 87,177 (year 2032), Design Load: HS 20+Mod, Features Intersected: ST110
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.246, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 45.4 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: A070182V4DOTNBI, Location: .9 MI N MERRIMAC RIVER (Lat: 42.845139, Lng: -70.903039), Route carried "on" structure: Interstate 95, Year Built: 1967, Year Reconstructed: 2017, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 55,200 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 87,177 (year 2032), Design Load: HL 93, Features Intersected: ST110
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.246, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.0m (121.4ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 33.9m (111.2ft), Out-to-Out Width: 35.8m (117.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 45.4 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: A070182V4DOTNBI, Location: .9 MI N MERRIMAC RIVER (Lat: 42.845139, Lng: -70.903039), Route carried "on" structure: Interstate 95, Year Built: 1967, Year Reconstructed: 2017, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 55,200 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 87,177 (year 2032), Design Load: HL 93, Features Intersected: ST110
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.246, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.0m (121.4ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 33.9m (111.2ft), Out-to-Out Width: 35.8m (117.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 45.4 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: A07019BNTDOTNBI, Location: 1 MI N MERRIMAC RIVER (Lat: 42.846861, Lng: -70.901806), Route carried "on" structure: Interstate 95, Year Built: 2017, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 85,912 (year 2013), Truck Traffic: 10%, Design Load: HS 20, Features Intersected: TR AMESBURY RIVERWALK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.490, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 46.0m (150.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 46.0m (150.9ft), Out-to-Out Width: 46.0m (150.9ft)
Condition: Superstructure: Good, Substructure: Good, Operating Rating: 61.6 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: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: A07019BNTDOTNBI, Location: 1 MI N MERRIMAC RIVER (Lat: 42.846861, Lng: -70.901806), Route carried "on" structure: Interstate 95, Year Built: 2017, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 85,912 (year 2013), Truck Traffic: 10%, Design Load: HS 20, Features Intersected: TR AMESBURY RIVERWALK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.490, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 46.0m (150.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 46.0m (150.9ft), Out-to-Out Width: 46.0m (150.9ft)
Condition: Superstructure: Good, Substructure: Good, Operating Rating: 61.6 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: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A07019BNUDOTNBI, Location: 1 MI N MERRIMAC RIVER (Lat: 42.846833, Lng: -70.901222), Route carried "on" structure: Ramp Interstate 95, Year Built: 2017, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,334 (year 2015), Truck Traffic: 12%, Design Load: HS 20, Features Intersected: TR AMESBURY RIVERWALK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.490, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Superstructure: Good, Substructure: Good, Operating Rating: 58.3 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: A07019BNUDOTNBI, Location: 1 MI N MERRIMAC RIVER (Lat: 42.846833, Lng: -70.901222), Route carried "on" structure: Ramp Interstate 95, Year Built: 2017, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,334 (year 2015), Truck Traffic: 12%, Design Load: HS 20, Features Intersected: TR AMESBURY RIVERWALK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.490, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Superstructure: Good, Substructure: Good, Operating Rating: 58.3 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A070232WADOTNBI, Location: AT EXIT 54 (Lat: 42.839500, Lng: -70.936528), Route carried "on" structure: Interstate 495, Year Built: 1967, Year Reconstructed: 1993, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 31,856 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 92,217 (year 2032), Design Load: HS 20+Mod, Features Intersected: ST150
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 189.865, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,642,000, Roadway Improvement Cost: $265,000, Total Project Cost: $3,964,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: A070232WADOTNBI, Location: AT EXIT 54 (Lat: 42.839500, Lng: -70.936528), Route carried "on" structure: Interstate 495, Year Built: 1967, Year Reconstructed: 1993, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 31,856 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 92,217 (year 2032), Design Load: HS 20+Mod, Features Intersected: ST150
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 189.865, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,642,000, Roadway Improvement Cost: $265,000, Total Project Cost: $3,964,000 ( 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: A070232WBDOTNBI, Location: AT EXIT 54 (Lat: 42.839906, Lng: -70.936617), Route carried "on" structure: Interstate 495, Year Built: 1967, Year Reconstructed: 1992, Status: Temporarily open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 31,411 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 92,217 (year 2032), Design Load: HS 20+Mod, Features Intersected: ST150
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 189.865, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 65.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,486,000, Roadway Improvement Cost: $249,000, Total Project Cost: $3,730,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: A070232WBDOTNBI, Location: AT EXIT 54 (Lat: 42.839906, Lng: -70.936617), Route carried "on" structure: Interstate 495, Year Built: 1967, Year Reconstructed: 1992, Status: Temporarily open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 31,411 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 92,217 (year 2032), Design Load: HS 20+Mod, Features Intersected: ST150
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 189.865, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 65.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,486,000, Roadway Improvement Cost: $249,000, Total Project Cost: $3,730,000 ( 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: A070242WCDOTNBI, Location: .6 MI N EXIT 54 (Lat: 42.842708, Lng: -70.927050), Route carried "on" structure: Interstate 495, Year Built: 1964, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 35,000 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 87,019 (year 2032), Design Load: HS 20+Mod, Features Intersected: HWY MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 190.715, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,486,000, Roadway Improvement Cost: $249,000, Total Project Cost: $3,730,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: A070242WCDOTNBI, Location: .6 MI N EXIT 54 (Lat: 42.842708, Lng: -70.927050), Route carried "on" structure: Interstate 495, Year Built: 1964, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 35,000 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 87,019 (year 2032), Design Load: HS 20+Mod, Features Intersected: HWY MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 190.715, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,486,000, Roadway Improvement Cost: $249,000, Total Project Cost: $3,730,000 ( 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: A070242WDDOTNBI, Location: .6 MI N EXIT 54 (Lat: 42.842297, Lng: -70.926897), Route carried "on" structure: Interstate 495, Year Built: 1964, Status: Temporarily open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 36,900 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 87,019 (year 2032), Design Load: HS 20+Mod, Features Intersected: HWY MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 190.715, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,419,000, Roadway Improvement Cost: $242,000, Total Project Cost: $3,629,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: A070242WDDOTNBI, Location: .6 MI N EXIT 54 (Lat: 42.842297, Lng: -70.926897), Route carried "on" structure: Interstate 495, Year Built: 1964, Status: Temporarily open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 36,900 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 87,019 (year 2032), Design Load: HS 20+Mod, Features Intersected: HWY MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 190.715, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,419,000, Roadway Improvement Cost: $242,000, Total Project Cost: $3,629,000 ( 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: A070252WGDOTNBI, Location: AT EXIT 55 (Lat: 42.846653, Lng: -70.918944), Route carried "on" structure: Interstate 495, Year Built: 1964, Status: Temporarily open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 28,012 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 87,019 (year 2031), Design Load: HS 20+Mod, Features Intersected: ST110
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 191.518, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $3,288,000, Roadway Improvement Cost: $329,000, Total Project Cost: $4,933,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: A070252WGDOTNBI, Location: AT EXIT 55 (Lat: 42.846653, Lng: -70.918944), Route carried "on" structure: Interstate 495, Year Built: 1964, Status: Temporarily open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 28,012 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 87,019 (year 2031), Design Load: HS 20+Mod, Features Intersected: ST110
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 191.518, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $3,288,000, Roadway Improvement Cost: $329,000, Total Project Cost: $4,933,000 ( 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: A070252WHDOTNBI, Location: AT EXIT 55 (Lat: 42.846672, Lng: -70.919742), Route carried "on" structure: Interstate 495, Year Built: 1964, Status: Temporarily open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 31,012 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 87,019 (year 2031), Design Load: HS 20+Mod, Features Intersected: ST110
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 191.518, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $4,165,000, Roadway Improvement Cost: $417,000, Total Project Cost: $6,248,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: A070252WHDOTNBI, Location: AT EXIT 55 (Lat: 42.846672, Lng: -70.919742), Route carried "on" structure: Interstate 495, Year Built: 1964, Status: Temporarily open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 31,012 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 87,019 (year 2031), Design Load: HS 20+Mod, Features Intersected: ST110
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 191.518, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $4,165,000, Roadway Improvement Cost: $417,000, Total Project Cost: $6,248,000 ( 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: A07026BPADOTNBI, Location: .1 MI N EXIT 55 (Lat: 42.847778, Lng: -70.917000), Route carried "on" structure: Interstate 495, Year Built: 2016, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 23,900 (year 2019), Truck Traffic: 10%, Design Load: HL 93, Features Intersected: TR AMESBURY RIVERWALK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 191.734, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Superstructure: Good, Substructure: Good, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A07026BPADOTNBI, Location: .1 MI N EXIT 55 (Lat: 42.847778, Lng: -70.917000), Route carried "on" structure: Interstate 495, Year Built: 2016, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 23,900 (year 2019), Truck Traffic: 10%, Design Load: HL 93, Features Intersected: TR AMESBURY RIVERWALK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 191.734, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Superstructure: Good, Substructure: Good, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: A07026BPBDOTNBI, Location: .1 MI N EXIT 55 (Lat: 42.847883, Lng: -70.917633), Route carried "on" structure: Interstate 495, Year Built: 2016, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 22,800 (year 2019), Truck Traffic: 10%, Design Load: HL 93, Features Intersected: TR AMESBURY RIVERWALK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 191.734, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Superstructure: Good, Substructure: Good, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A07026BPBDOTNBI, Location: .1 MI N EXIT 55 (Lat: 42.847883, Lng: -70.917633), Route carried "on" structure: Interstate 495, Year Built: 2016, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 22,800 (year 2019), Truck Traffic: 10%, Design Load: HL 93, Features Intersected: TR AMESBURY RIVERWALK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 191.734, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Superstructure: Good, Substructure: Good, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: A070272YBDOTNBI, Location: 1 KM NORTH EXIT 55 (Lat: 42.850856, Lng: -70.911983), Route carried "on" structure: State highway , Year Built: 1964, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 10,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 18,415 (year 2031), Design Load: H 20, Features Intersected: I 495, Facility Carried by Structure: HWY ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.156, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.10m (26.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $5,091,000, Roadway Improvement Cost: $510,000, Total Project Cost: $7,637,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: A070272YBDOTNBI, Location: 1 KM NORTH EXIT 55 (Lat: 42.850856, Lng: -70.911983), Route carried "on" structure: State highway , Year Built: 1964, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 10,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 18,415 (year 2031), Design Load: H 20, Features Intersected: I 495, Facility Carried by Structure: HWY ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.156, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.10m (26.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $5,091,000, Roadway Improvement Cost: $510,000, Total Project Cost: $7,637,000 ( 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: A070282WEDOTNBI, Location: 1 MI N EXIT 54 (Lat: 42.845631, Lng: -70.920717), Route carried "on" structure: Interstate 495, Year Built: 1967, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 31,686 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 88,441 (year 2031), Design Load: HS 20+Mod, Features Intersected: WATER POWWOW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 191.507, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,747,000, Roadway Improvement Cost: $175,000, Total Project Cost: $2,621,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Other
Structure Number: A070282WEDOTNBI, Location: 1 MI N EXIT 54 (Lat: 42.845631, Lng: -70.920717), Route carried "on" structure: Interstate 495, Year Built: 1967, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 31,686 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 88,441 (year 2031), Design Load: HS 20+Mod, Features Intersected: WATER POWWOW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 191.507, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,747,000, Roadway Improvement Cost: $175,000, Total Project Cost: $2,621,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Other
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Structure Number: A070282WFDOTNBI, Location: 1 MI N EXIT 54 (Lat: 42.846011, Lng: -70.920936), Route carried "on" structure: Interstate 495, Year Built: 1967, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 31,697 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 88,441 (year 2031), Design Load: HS 20+Mod, Features Intersected: WATER POWWOW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 191.507, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,747,000, Roadway Improvement Cost: $175,000, Total Project Cost: $2,621,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Other
Structure Number: A070282WFDOTNBI, Location: 1 MI N EXIT 54 (Lat: 42.846011, Lng: -70.920936), Route carried "on" structure: Interstate 495, Year Built: 1967, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 31,697 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 88,441 (year 2031), Design Load: HS 20+Mod, Features Intersected: WATER POWWOW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 191.507, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,747,000, Roadway Improvement Cost: $175,000, Total Project Cost: $2,621,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Other
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Structure Number: A070312YCDOTNBI, Location: 1 MI W I 95 (Lat: 42.846703, Lng: -70.921094), Route carried "on" structure: State highway 110, Year Built: 1967, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 24,181 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 20,057 (year 2031), Design Load: H 20, Features Intersected: WATER POWWOW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.738, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,621,000, Roadway Improvement Cost: $163,000, Total Project Cost: $2,432,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: A070312YCDOTNBI, Location: 1 MI W I 95 (Lat: 42.846703, Lng: -70.921094), Route carried "on" structure: State highway 110, Year Built: 1967, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 24,181 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 20,057 (year 2031), Design Load: H 20, Features Intersected: WATER POWWOW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.738, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,621,000, Roadway Improvement Cost: $163,000, Total Project Cost: $2,432,000 ( 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: A070322R0MUNNBI, Location: 0.2 MI SE OF ELM ST (Lat: 42.856319, Lng: -70.926883), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 821 (year 2031), Design Load: HS 20, Features Intersected: WATER PLUMBUSH CREEK, Facility Carried by Structure: HWY WATER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $484,000, Roadway Improvement Cost: $49,000, Total Project Cost: $727,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A070322R0MUNNBI, Location: 0.2 MI SE OF ELM ST (Lat: 42.856319, Lng: -70.926883), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 821 (year 2031), Design Load: HS 20, Features Intersected: WATER PLUMBUSH CREEK, Facility Carried by Structure: HWY WATER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $484,000, Roadway Improvement Cost: $49,000, Total Project Cost: $727,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing