Bridge Statistics for Revere, Massachusetts (MA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 28Number of bridges
- 289ft / 87.7mTotal length
- $127,258,000Total costs
- 1,263,791Total average daily traffic
- 108,310Total average daily truck traffic
- 1,888,820Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Revere
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 101930-1939
- 121950-1959
- 11970-1979
- 11990-1999
- 12000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 11960-1969
- 31970-1979
- 31980-1989
- 21990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 4.8%Very good
- 28.6%Good
- 23.8%Satisfactory
- 38.1%Fair
- 4.8%Poor
- Bridge Condition - Superstructure
- 4.8%Very good
- 23.8%Good
- 28.6%Satisfactory
- 33.3%Fair
- 9.5%Poor
- Bridge Condition - Substructure
- 4.8%Very good
- 28.6%Good
- 23.8%Satisfactory
- 33.3%Fair
- 9.5%Poor
- Bridge Condition - Channel
- 28.6%Very good
- 42.9%Good
- 14.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Culverts
- 57.1%Satisfactory
- 42.9%Fair
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Structure Number: C09008AATDOTNBI, Location: IN CHELSEA (Lat: 42.405239, Lng: -71.021647), Route carried "on" structure: State highway 107, Year Built: 1993, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,000 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 36,918 (year 2031), Design Load: HS 20, Features Intersected: WATER MILL CREEK, Facility Carried by Structure: HWY ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $385,000, Roadway Improvement Cost: $39,000, Total Project Cost: $578,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: C09008AATDOTNBI, Location: IN CHELSEA (Lat: 42.405239, Lng: -71.021647), Route carried "on" structure: State highway 107, Year Built: 1993, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,000 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 36,918 (year 2031), Design Load: HS 20, Features Intersected: WATER MILL CREEK, Facility Carried by Structure: HWY ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $385,000, Roadway Improvement Cost: $39,000, Total Project Cost: $578,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: R050014DBDOTNBI, Location: .1 MI E OF ST 1A (Lat: 42.404931, Lng: -71.004514), Route carried "on" structure: State highway 145, Year Built: 1899, Year Reconstructed: 2015, Status: Open, Structure Length: 3.06m (10.04ft), Average Daily Traffic: 51,500 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 121,606 (year 2032), Design Load: HL 93, Features Intersected: RR MBTA/BMRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 22.5m (73.8ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.7m (97.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.6m (77.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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 corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: R050014DBDOTNBI, Location: .1 MI E OF ST 1A (Lat: 42.404931, Lng: -71.004514), Route carried "on" structure: State highway 145, Year Built: 1899, Year Reconstructed: 2015, Status: Open, Structure Length: 3.06m (10.04ft), Average Daily Traffic: 51,500 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 121,606 (year 2032), Design Load: HL 93, Features Intersected: RR MBTA/BMRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 22.5m (73.8ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.7m (97.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.6m (77.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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 corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, 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: R050023AGDOTNBI, Location: .64 KM NW OF JCT SR60&US1 (Lat: 42.435403, Lng: -71.019667), Route carried "on" structure: US 1, Year Built: 1937, Year Reconstructed: 1977, Status: Open, Structure Length: 4.23m (13.88ft), Average Daily Traffic: 114,000 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 178,461 (year 2032), Design Load: HS 20, Features Intersected: COMB TRAIL & LINDEN CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.118, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.1m (36.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 82.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.2 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $4,105,000, Roadway Improvement Cost: $411,000, Total Project Cost: $6,158,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: R050023AGDOTNBI, Location: .64 KM NW OF JCT SR60&US1 (Lat: 42.435403, Lng: -71.019667), Route carried "on" structure: US 1, Year Built: 1937, Year Reconstructed: 1977, Status: Open, Structure Length: 4.23m (13.88ft), Average Daily Traffic: 114,000 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 178,461 (year 2032), Design Load: HS 20, Features Intersected: COMB TRAIL & LINDEN CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.118, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.1m (36.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 82.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.2 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $4,105,000, Roadway Improvement Cost: $411,000, Total Project Cost: $6,158,000 ( 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: R050034U8MBTNBI, Location: AT INTERSECT KIMBALL AVE (Lat: 42.408525, Lng: -70.992619), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 2000, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 8,900 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 14,056 (year 2030), Features Intersected: TR BLUE LINE, Facility Carried by Structure: HWY BEACH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Agenciy, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $749,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,124,000 ( Estimate for 2022), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: R050034U8MBTNBI, Location: AT INTERSECT KIMBALL AVE (Lat: 42.408525, Lng: -70.992619), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 2000, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 8,900 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 14,056 (year 2030), Features Intersected: TR BLUE LINE, Facility Carried by Structure: HWY BEACH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Agenciy, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $749,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,124,000 ( Estimate for 2022), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: R050043FQDOT634, Location: .32 KM N JCT SR1A&145 (Lat: 42.409633, Lng: -71.000275), Route carried "on" structure: Alternate City street 1A, Year Built: 1932, Year Reconstructed: 2003, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 47,457 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 44,378 (year 2032), Design Load: HS 20, Features Intersected: RR MBTA/BMRR, Facility Carried by Structure: ST 1 A/VFW PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.7m (61.4ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 5.0m (16.4ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $8,308,000, Roadway Improvement Cost: $831,000, Total Project Cost: $12,463,000 ( 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: R050043FQDOT634, Location: .32 KM N JCT SR1A&145 (Lat: 42.409633, Lng: -71.000275), Route carried "on" structure: Alternate City street 1A, Year Built: 1932, Year Reconstructed: 2003, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 47,457 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 44,378 (year 2032), Design Load: HS 20, Features Intersected: RR MBTA/BMRR, Facility Carried by Structure: ST 1 A/VFW PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.7m (61.4ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 5.0m (16.4ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $8,308,000, Roadway Improvement Cost: $831,000, Total Project Cost: $12,463,000 ( 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: R050077L5DOTNBI, Location: 1.4 KM NE OF RTE 60 (Lat: 42.430933, Lng: -70.997378), Route carried "on" structure: State highway 107, Year Built: 2011, Status: Open, Structure Length: 4.64m (15.22ft), Average Daily Traffic: 35,302 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 59,066 (year 2032), Design Load: HS 25 or greater, Features Intersected: WATER PINES RIVER
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.338, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.8m (58.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $8,229,000, Roadway Improvement Cost: $823,000, Total Project Cost: $12,344,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Other, Deck Protection: Other
Structure Number: R050077L5DOTNBI, Location: 1.4 KM NE OF RTE 60 (Lat: 42.430933, Lng: -70.997378), Route carried "on" structure: State highway 107, Year Built: 2011, Status: Open, Structure Length: 4.64m (15.22ft), Average Daily Traffic: 35,302 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 59,066 (year 2032), Design Load: HS 25 or greater, Features Intersected: WATER PINES RIVER
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.338, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.8m (58.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $8,229,000, Roadway Improvement Cost: $823,000, Total Project Cost: $12,344,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Other, Deck Protection: Other
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Structure Number: R05009A96DOTNBI, Location: 1.6 KM N OF ST 60 (Lat: 42.428286, Lng: -70.999350), Route carried "on" structure: Other road , Year Built: 2011, Status: Open, Structure Length: 2.00m (6.56ft), Average Daily Traffic: 33,103 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 50,222 (year 2032), Design Load: HS 25 or greater, Features Intersected: WATER DIAMOND CREEK, Facility Carried by Structure: ST107 BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.106, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 23.9m (78.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 93.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $16,000, Total Project Cost: $229,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Other, Deck Protection: Other
Structure Number: R05009A96DOTNBI, Location: 1.6 KM N OF ST 60 (Lat: 42.428286, Lng: -70.999350), Route carried "on" structure: Other road , Year Built: 2011, Status: Open, Structure Length: 2.00m (6.56ft), Average Daily Traffic: 33,103 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 50,222 (year 2032), Design Load: HS 25 or greater, Features Intersected: WATER DIAMOND CREEK, Facility Carried by Structure: ST107 BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.106, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 23.9m (78.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 93.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $16,000, Total Project Cost: $229,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Other, Deck Protection: Other
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Structure Number: R05011AYHDOTNBI, Location: 1.3 KM N JCT SR1A&60 (Lat: 42.418631, Lng: -70.993544), Route carried "on" structure: State highway 60, Year Built: 2008, Status: Open, Structure Length: 2.78m (9.12ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 15,793 (year 2031), Design Load: HS 25 or greater, Features Intersected: RR MBTA/BMRR, Facility Carried by Structure: HWY REVERE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $660,000, Roadway Improvement Cost: $67,000, Total Project Cost: $991,000 ( 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: R05011AYHDOTNBI, Location: 1.3 KM N JCT SR1A&60 (Lat: 42.418631, Lng: -70.993544), Route carried "on" structure: State highway 60, Year Built: 2008, Status: Open, Structure Length: 2.78m (9.12ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 15,793 (year 2031), Design Load: HS 25 or greater, Features Intersected: RR MBTA/BMRR, Facility Carried by Structure: HWY REVERE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $660,000, Roadway Improvement Cost: $67,000, Total Project Cost: $991,000 ( 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: R050154DDDOTNBI, Location: .32 KM S OF BEACH ST (Lat: 42.404006, Lng: -71.017414), Route carried "on" structure: State highway 16, Year Built: 1931, Year Reconstructed: 1958, Status: Temporarily open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 36,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 77,386 (year 2033), Design Load: H 20, Features Intersected: ST107 BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 94.931, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $5,238,000, Roadway Improvement Cost: $524,000, Total Project Cost: $7,858,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: R050154DDDOTNBI, Location: .32 KM S OF BEACH ST (Lat: 42.404006, Lng: -71.017414), Route carried "on" structure: State highway 16, Year Built: 1931, Year Reconstructed: 1958, Status: Temporarily open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 36,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 77,386 (year 2033), Design Load: H 20, Features Intersected: ST107 BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 94.931, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $5,238,000, Roadway Improvement Cost: $524,000, Total Project Cost: $7,858,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: R050164DCDOTNBI, Location: .1 MI N OF WINTHROP AVE (Lat: 42.399986, Lng: -70.991347), Route carried "on" structure: State highway 145, Year Built: 1933, Year Reconstructed: 2014, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 30,300 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 31,428 (year 2032), Features Intersected: COMB BLUE LN & STATE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 99.567, Lanes on structure: 6, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: R050164DCDOTNBI, Location: .1 MI N OF WINTHROP AVE (Lat: 42.399986, Lng: -70.991347), Route carried "on" structure: State highway 145, Year Built: 1933, Year Reconstructed: 2014, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 30,300 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 31,428 (year 2032), Features Intersected: COMB BLUE LN & STATE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 99.567, Lanes on structure: 6, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, 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: R0501739BDOTNBI, Location: .5 MI SW OF JET SR 60&1A (Lat: 42.404364, Lng: -71.002869), Route carried "on" structure: State highway 1, Year Built: 1934, Year Reconstructed: 1975, Status: Temporarily open, Structure Length: 4.14m (13.58ft), Average Daily Traffic: 55,630 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 93,179 (year 2032), Design Load: HS 20, Features Intersected: ST145 REVERE BCH PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.366, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 76.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $4,009,000, Roadway Improvement Cost: $401,000, Total Project Cost: $6,014,000 ( 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: R0501739BDOTNBI, Location: .5 MI SW OF JET SR 60&1A (Lat: 42.404364, Lng: -71.002869), Route carried "on" structure: State highway 1, Year Built: 1934, Year Reconstructed: 1975, Status: Temporarily open, Structure Length: 4.14m (13.58ft), Average Daily Traffic: 55,630 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 93,179 (year 2032), Design Load: HS 20, Features Intersected: ST145 REVERE BCH PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.366, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 76.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $4,009,000, Roadway Improvement Cost: $401,000, Total Project Cost: $6,014,000 ( 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: R0501839CDOTNBI, Location: 1000 FT SW OF JET SR60&1A (Lat: 42.407122, Lng: -71.002706), Route carried "on" structure: State highway 1, Year Built: 1934, Year Reconstructed: 1977, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 54,957 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 82,755 (year 2031), Design Load: HS 20, Features Intersected: COMB ST16 & MBTA/BMRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $5,176,000, Roadway Improvement Cost: $518,000, Total Project Cost: $7,765,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: R0501839CDOTNBI, Location: 1000 FT SW OF JET SR60&1A (Lat: 42.407122, Lng: -71.002706), Route carried "on" structure: State highway 1, Year Built: 1934, Year Reconstructed: 1977, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 54,957 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 82,755 (year 2031), Design Load: HS 20, Features Intersected: COMB ST16 & MBTA/BMRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $5,176,000, Roadway Improvement Cost: $518,000, Total Project Cost: $7,765,000 ( 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: R0501939DDOTNBI, Location: 1 MI SW OF JET SR 145&1A (Lat: 42.396578, Lng: -71.008969), Route carried "on" structure: State highway 1A, Year Built: 1934, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 58,700 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 82,439 (year 2031), Features Intersected: OTHER OIL PIPE TUNNEL, Facility Carried by Structure: ST 1 A/LEE BRBNK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Culverts: Satisfactory, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $14,000, Total Project Cost: $199,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: R0501939DDOTNBI, Location: 1 MI SW OF JET SR 145&1A (Lat: 42.396578, Lng: -71.008969), Route carried "on" structure: State highway 1A, Year Built: 1934, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 58,700 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 82,439 (year 2031), Features Intersected: OTHER OIL PIPE TUNNEL, Facility Carried by Structure: ST 1 A/LEE BRBNK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Culverts: Satisfactory, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $14,000, Total Project Cost: $199,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: R0502039EDOTNBI, Location: 1 MI SW OF JCT SR 145&1A (Lat: 42.398633, Lng: -71.007367), Route carried "on" structure: Alternate State highway 1A, Year Built: 1933, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 60,846 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 85,298 (year 2033), Features Intersected: OTHER OIL PIPE TUNNEL, Facility Carried by Structure: ST 1 A/LEE BRBNK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Culverts: Fair, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $658,000, Roadway Improvement Cost: $66,000, Total Project Cost: $988,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: R0502039EDOTNBI, Location: 1 MI SW OF JCT SR 145&1A (Lat: 42.398633, Lng: -71.007367), Route carried "on" structure: Alternate State highway 1A, Year Built: 1933, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 60,846 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 85,298 (year 2033), Features Intersected: OTHER OIL PIPE TUNNEL, Facility Carried by Structure: ST 1 A/LEE BRBNK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Culverts: Fair, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $658,000, Roadway Improvement Cost: $66,000, Total Project Cost: $988,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: R0502139FDOTNBI, Location: 1 MI SW OF JET SR 145&1A (Lat: 42.400156, Lng: -71.006150), Route carried "on" structure: State highway 1A, Year Built: 1933, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 58,700 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 82,439 (year 2031), Features Intersected: OTHER OIL PIPE TUNNEL, Facility Carried by Structure: ST 1 A/LEE BRBNK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Culverts: Fair, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $658,000, Roadway Improvement Cost: $66,000, Total Project Cost: $988,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: R0502139FDOTNBI, Location: 1 MI SW OF JET SR 145&1A (Lat: 42.400156, Lng: -71.006150), Route carried "on" structure: State highway 1A, Year Built: 1933, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 58,700 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 82,439 (year 2031), Features Intersected: OTHER OIL PIPE TUNNEL, Facility Carried by Structure: ST 1 A/LEE BRBNK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Culverts: Fair, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $658,000, Roadway Improvement Cost: $66,000, Total Project Cost: $988,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: R050273AHDOTNBI, Location: 1.7 MI S OF JCT SR60&US1 (Lat: 42.406664, Lng: -71.026158), Route carried "on" structure: US 1, Year Built: 1955, Status: Temporarily open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 86,518 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 91,915 (year 2031), Design Load: HS 20, Features Intersected: ST 16 REVERE BCH PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.450, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 37.8m (124.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 17.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $5,791,000, Roadway Improvement Cost: $580,000, Total Project Cost: $8,687,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: R050273AHDOTNBI, Location: 1.7 MI S OF JCT SR60&US1 (Lat: 42.406664, Lng: -71.026158), Route carried "on" structure: US 1, Year Built: 1955, Status: Temporarily open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 86,518 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 91,915 (year 2031), Design Load: HS 20, Features Intersected: ST 16 REVERE BCH PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.450, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 37.8m (124.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 17.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $5,791,000, Roadway Improvement Cost: $580,000, Total Project Cost: $8,687,000 ( 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: R050283AJDOTNBI, Location: .4 MI NW OF JCT SR16&US1 (Lat: 42.411867, Lng: -71.030044), Route carried "on" structure: US 95, Year Built: 1956, Year Reconstructed: 1974, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 66,200 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 96,337 (year 2031), Design Load: HS 20, Features Intersected: HWY HYSIL AVE, Facility Carried by Structure: US 1 NE XWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 33.5m (109.9ft), Out-to-Out Width: 34.9m (114.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,468,000, Roadway Improvement Cost: $247,000, Total Project Cost: $3,703,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: R050283AJDOTNBI, Location: .4 MI NW OF JCT SR16&US1 (Lat: 42.411867, Lng: -71.030044), Route carried "on" structure: US 95, Year Built: 1956, Year Reconstructed: 1974, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 66,200 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 96,337 (year 2031), Design Load: HS 20, Features Intersected: HWY HYSIL AVE, Facility Carried by Structure: US 1 NE XWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 33.5m (109.9ft), Out-to-Out Width: 34.9m (114.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,468,000, Roadway Improvement Cost: $247,000, Total Project Cost: $3,703,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: R050293ERDOTNBI, Location: 01.2 KM N OF JCT SR16 (Lat: 42.415194, Lng: -71.031331), Route carried "on" structure: City street , Year Built: 1957, Year Reconstructed: 1992, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 7,700 (year 2014), Truck Traffic: 11%, Average Future Daily Traffic: 12,161 (year 2031), Design Load: H 20, Features Intersected: US 1 NE XWAY, Facility Carried by Structure: HWY PARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.891, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 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: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,628,000, Roadway Improvement Cost: $263,000, Total Project Cost: $3,943,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: R050293ERDOTNBI, Location: 01.2 KM N OF JCT SR16 (Lat: 42.415194, Lng: -71.031331), Route carried "on" structure: City street , Year Built: 1957, Year Reconstructed: 1992, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 7,700 (year 2014), Truck Traffic: 11%, Average Future Daily Traffic: 12,161 (year 2031), Design Load: H 20, Features Intersected: US 1 NE XWAY, Facility Carried by Structure: HWY PARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.891, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 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: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,628,000, Roadway Improvement Cost: $263,000, Total Project Cost: $3,943,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: R050303ETDOTNBI, Location: 1.76 KM N OF JCT SR16 (Lat: 42.417233, Lng: -71.031056), Route carried "on" structure: City street , Year Built: 1957, Year Reconstructed: 1992, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 4,285 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 6,475 (year 2031), Design Load: H 20, Features Intersected: US 1 NE XWAY, Facility Carried by Structure: HWY MOUNTAIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,622,000, Roadway Improvement Cost: $163,000, Total Project Cost: $2,434,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: R050303ETDOTNBI, Location: 1.76 KM N OF JCT SR16 (Lat: 42.417233, Lng: -71.031056), Route carried "on" structure: City street , Year Built: 1957, Year Reconstructed: 1992, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 4,285 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 6,475 (year 2031), Design Load: H 20, Features Intersected: US 1 NE XWAY, Facility Carried by Structure: HWY MOUNTAIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,622,000, Roadway Improvement Cost: $163,000, Total Project Cost: $2,434,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: R050333AKDOTNBI, Location: .2 MI SW OF JET SR60&US1 (Lat: 42.426711, Lng: -71.021669), Route carried "on" structure: US 1, Year Built: 1958, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 66,200 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 112,130 (year 2031), Design Load: HS 20, Features Intersected: HWY MALDEN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.0m (52.5ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 36.0m (118.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,546,000, Roadway Improvement Cost: $255,000, Total Project Cost: $3,820,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: R050333AKDOTNBI, Location: .2 MI SW OF JET SR60&US1 (Lat: 42.426711, Lng: -71.021669), Route carried "on" structure: US 1, Year Built: 1958, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 66,200 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 112,130 (year 2031), Design Load: HS 20, Features Intersected: HWY MALDEN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.0m (52.5ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 36.0m (118.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,546,000, Roadway Improvement Cost: $255,000, Total Project Cost: $3,820,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: R05036C1MMUNNBI, Location: 0.5 KM W. OF JCT. US 1 (Lat: 42.430700, Lng: -71.023200), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 17,700 (year 2019), Truck Traffic: 2%, Design Load: HS 20, Features Intersected: WATER PINES RIVER, Facility Carried by Structure: HWY WASHNGTN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 30.3m (99.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $465,000, Roadway Improvement Cost: $47,000, Total Project Cost: $698,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: R05036C1MMUNNBI, Location: 0.5 KM W. OF JCT. US 1 (Lat: 42.430700, Lng: -71.023200), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 17,700 (year 2019), Truck Traffic: 2%, Design Load: HS 20, Features Intersected: WATER PINES RIVER, Facility Carried by Structure: HWY WASHNGTN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 30.3m (99.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $465,000, Roadway Improvement Cost: $47,000, Total Project Cost: $698,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: R05037C1NMUNNBI, Location: 0.5 KM WEST OF JCT. US 1 (Lat: 42.431256, Lng: -71.022942), Route carried "on" structure: State highway 60, Year Built: 1950, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 10,800 (year 2019), Truck Traffic: 7%, Design Load: HS 20, Features Intersected: WATER PINES RIVER, Facility Carried by Structure: HWY SQUIRE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.634, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.4m (60.4ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 62.2m (204.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 94.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $702,000, Roadway Improvement Cost: $71,000, Total Project Cost: $1,054,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: R05037C1NMUNNBI, Location: 0.5 KM WEST OF JCT. US 1 (Lat: 42.431256, Lng: -71.022942), Route carried "on" structure: State highway 60, Year Built: 1950, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 10,800 (year 2019), Truck Traffic: 7%, Design Load: HS 20, Features Intersected: WATER PINES RIVER, Facility Carried by Structure: HWY SQUIRE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.634, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.4m (60.4ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 62.2m (204.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 94.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $702,000, Roadway Improvement Cost: $71,000, Total Project Cost: $1,054,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: R050383AMDOTNBI, Location: 1.6 KM W OF SR 107 (Lat: 42.428850, Lng: -71.018661), Route carried "on" structure: US 1, Year Built: 1958, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 83,500 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 119,079 (year 2031), Design Load: HS 20, Features Intersected: ST 60 EB/SQUIRE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.6m (97.1ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 29.6m (97.1ft), Out-to-Out Width: 30.9m (101.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $5,341,000, Roadway Improvement Cost: $535,000, Total Project Cost: $8,012,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: R050383AMDOTNBI, Location: 1.6 KM W OF SR 107 (Lat: 42.428850, Lng: -71.018661), Route carried "on" structure: US 1, Year Built: 1958, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 83,500 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 119,079 (year 2031), Design Load: HS 20, Features Intersected: ST 60 EB/SQUIRE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.6m (97.1ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 29.6m (97.1ft), Out-to-Out Width: 30.9m (101.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $5,341,000, Roadway Improvement Cost: $535,000, Total Project Cost: $8,012,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: R050393ANDOTNBI, Location: 1 MI W OF SR 107 (Lat: 42.431311, Lng: -71.017533), Route carried "on" structure: US 1, Year Built: 1956, Status: Temporarily open, Structure Length: 14.72m (48.29ft), Average Daily Traffic: 49,100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 86,546 (year 2031), Design Load: HS 20, Features Intersected: US 1 RAMP & ST60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 14.80m (48.56ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $15,697,000, Roadway Improvement Cost: $1,570,000, Total Project Cost: $23,546,000 ( 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: R050393ANDOTNBI, Location: 1 MI W OF SR 107 (Lat: 42.431311, Lng: -71.017533), Route carried "on" structure: US 1, Year Built: 1956, Status: Temporarily open, Structure Length: 14.72m (48.29ft), Average Daily Traffic: 49,100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 86,546 (year 2031), Design Load: HS 20, Features Intersected: US 1 RAMP & ST60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 14.80m (48.56ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $15,697,000, Roadway Improvement Cost: $1,570,000, Total Project Cost: $23,546,000 ( 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: R050413APDOTNBI, Location: 1 MI SW OF JCT SR60&US1 (Lat: 42.421569, Lng: -71.027986), Route carried "on" structure: US 1, Year Built: 1956, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 83,793 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 131,082 (year 2032), Design Load: HS 20, Features Intersected: HWY SARGENT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.7m (2.3ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 36.1m (118.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $3,971,000, Roadway Improvement Cost: $398,000, Total Project Cost: $5,957,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: R050413APDOTNBI, Location: 1 MI SW OF JCT SR60&US1 (Lat: 42.421569, Lng: -71.027986), Route carried "on" structure: US 1, Year Built: 1956, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 83,793 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 131,082 (year 2032), Design Load: HS 20, Features Intersected: HWY SARGENT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.7m (2.3ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 36.1m (118.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $3,971,000, Roadway Improvement Cost: $398,000, Total Project Cost: $5,957,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: R0505439HDOTNBI, Location: 4.8 KM NE JCT SR 60&SR1A (Lat: 42.440181, Lng: -70.968694), Route carried "on" structure: Alternate State highway 1A, Year Built: 1972, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 34,800 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 53,380 (year 2031), Design Load: HS 20, Features Intersected: ST 1 A/RAMP A&B, Facility Carried by Structure: ST 1 A/N SHORE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.6m (103.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 27.2m (89.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $3,633,000, Roadway Improvement Cost: $364,000, Total Project Cost: $5,450,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other Coated Reinforcing
Structure Number: R0505439HDOTNBI, Location: 4.8 KM NE JCT SR 60&SR1A (Lat: 42.440181, Lng: -70.968694), Route carried "on" structure: Alternate State highway 1A, Year Built: 1972, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 34,800 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 53,380 (year 2031), Design Load: HS 20, Features Intersected: ST 1 A/RAMP A&B, Facility Carried by Structure: ST 1 A/N SHORE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.6m (103.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 27.2m (89.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $3,633,000, Roadway Improvement Cost: $364,000, Total Project Cost: $5,450,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other Coated Reinforcing
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Structure Number: R050574U9MBTNBI, Location: AT INTERSECT OF WALNUT (Lat: 42.407175, Lng: -70.993158), Route carried "on" structure: City street , Year Built: 1953, Year Reconstructed: 1992, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 3,300 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 5,212 (year 2032), Features Intersected: TR BLUE LINE, Facility Carried by Structure: HWY SHIRLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 3, Owner: State Agenciy, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $502,000, Roadway Improvement Cost: $51,000, Total Project Cost: $754,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: R050574U9MBTNBI, Location: AT INTERSECT OF WALNUT (Lat: 42.407175, Lng: -70.993158), Route carried "on" structure: City street , Year Built: 1953, Year Reconstructed: 1992, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 3,300 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 5,212 (year 2032), Features Intersected: TR BLUE LINE, Facility Carried by Structure: HWY SHIRLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 3, Owner: State Agenciy, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $502,000, Roadway Improvement Cost: $51,000, Total Project Cost: $754,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: R05061ATADOTNBI, Location: US 1 AT MILE MARKER 53.6 (Lat: 42.433956, Lng: -71.018219), Route carried "on" structure: US 1, Year Built: 1957, Year Reconstructed: 1999, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 89,000 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 119,079 (year 2032), Design Load: H 20, Features Intersected: WATER TOWN LINE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 68.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: August 2021, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,501,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: R05061ATADOTNBI, Location: US 1 AT MILE MARKER 53.6 (Lat: 42.433956, Lng: -71.018219), Route carried "on" structure: US 1, Year Built: 1957, Year Reconstructed: 1999, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 89,000 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 119,079 (year 2032), Design Load: H 20, Features Intersected: WATER TOWN LINE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 68.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: August 2021, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,501,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous