Bridge Statistics for Grafton, Massachusetts (MA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 34Number of bridges
- 249ft / 76.1mTotal length
- $52,044,000Total costs
- 732,902Total average daily traffic
- 67,048Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Grafton
- No street view available for this location
- New bridges - historical statistics
- 4Before 1900
- 11900-1909
- 11920-1929
- 11930-1939
- 231950-1959
- 21990-1999
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 111980-1989
- 31990-1999
- Bridge Condition - Deck
- 27.3%Good
- 40.9%Satisfactory
- 31.8%Fair
- Bridge Condition - Superstructure
- 18.5%Good
- 51.9%Satisfactory
- 29.6%Fair
- Bridge Condition - Substructure
- 3.7%Very good
- 18.5%Good
- 55.6%Satisfactory
- 22.2%Fair
- Bridge Condition - Channel
- 30.8%Good
- 53.8%Satisfactory
- 15.4%Fair
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Structure Number: G080021L6DOTNBI, Location: .4 MI. S.E. OF MASS-PIKE (Lat: 42.221881, Lng: -71.701897), Route carried "on" structure: State highway 122, Year Built: 1905, Year Reconstructed: 1988, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 25,145 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 31,902 (year 2032), Design Load: H 20, Features Intersected: WATER QUINSIGAMOND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.439, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: September 2021, Underwater Inspection Date: January 2021, Bridge Improvement Cost: $421,000, Roadway Improvement Cost: $43,000, Total Project Cost: $632,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: G080021L6DOTNBI, Location: .4 MI. S.E. OF MASS-PIKE (Lat: 42.221881, Lng: -71.701897), Route carried "on" structure: State highway 122, Year Built: 1905, Year Reconstructed: 1988, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 25,145 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 31,902 (year 2032), Design Load: H 20, Features Intersected: WATER QUINSIGAMOND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.439, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: September 2021, Underwater Inspection Date: January 2021, Bridge Improvement Cost: $421,000, Roadway Improvement Cost: $43,000, Total Project Cost: $632,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: G080031BPMUNNBI, Location: .5 MI W OF RTE 140 (Lat: 42.240489, Lng: -71.719342), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,008 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 2,053 (year 2031), Design Load: H 20, Features Intersected: WATER FLINT POND, Facility Carried by Structure: HWY CREEPER HILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Inventory Rating: 66.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 2020, Underwater Inspection Date: March 2019, Bridge Improvement Cost: $365,000, Roadway Improvement Cost: $37,000, Total Project Cost: $548,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: G080031BPMUNNBI, Location: .5 MI W OF RTE 140 (Lat: 42.240489, Lng: -71.719342), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,008 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 2,053 (year 2031), Design Load: H 20, Features Intersected: WATER FLINT POND, Facility Carried by Structure: HWY CREEPER HILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Inventory Rating: 66.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 2020, Underwater Inspection Date: March 2019, Bridge Improvement Cost: $365,000, Roadway Improvement Cost: $37,000, Total Project Cost: $548,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: G080041BQMUNNBI, Location: .2 M W OF RTE 140 (Lat: 42.208358, Lng: -71.697614), Route carried "on" structure: City street , Year Built: 1888, Year Reconstructed: 1990, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,500 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 1,974 (year 2031), Design Load: H 20, Features Intersected: WATER QUINSIGAMOND RIVER, Facility Carried by Structure: HWY BRIGHAM HILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.317, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $36,000, Total Project Cost: $530,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: G080041BQMUNNBI, Location: .2 M W OF RTE 140 (Lat: 42.208358, Lng: -71.697614), Route carried "on" structure: City street , Year Built: 1888, Year Reconstructed: 1990, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,500 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 1,974 (year 2031), Design Load: H 20, Features Intersected: WATER QUINSIGAMOND RIVER, Facility Carried by Structure: HWY BRIGHAM HILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.317, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $36,000, Total Project Cost: $530,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: G080051BNMUNNBI, Location: .1 M W OF RTE 122 (Lat: 42.204664, Lng: -71.694753), Route carried "on" structure: City street , Year Built: 1953, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 3,827 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 10,265 (year 2032), Design Load: H 15, Features Intersected: WATER QUINSIGAMOND RIVER, Facility Carried by Structure: HWY MILLBURY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.671, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 30.2 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $830,000, Roadway Improvement Cost: $84,000, Total Project Cost: $1,246,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: G080051BNMUNNBI, Location: .1 M W OF RTE 122 (Lat: 42.204664, Lng: -71.694753), Route carried "on" structure: City street , Year Built: 1953, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 3,827 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 10,265 (year 2032), Design Load: H 15, Features Intersected: WATER QUINSIGAMOND RIVER, Facility Carried by Structure: HWY MILLBURY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.671, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 30.2 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $830,000, Roadway Improvement Cost: $84,000, Total Project Cost: $1,246,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: G080061BTMUNNBI, Location: .2 MI. W. OF ST.RTE. 122 (Lat: 42.198908, Lng: -71.693983), Route carried "on" structure: City street , Year Built: 1886, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,125 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 13,582 (year 2031), Features Intersected: WATER QUINSIGAMOND RIVER, Facility Carried by Structure: HWY PLEASANT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.042, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Inventory Rating: 93.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: September 2020, Underwater Inspection Date: November 2021, Bridge Improvement Cost: $212,000, Roadway Improvement Cost: $22,000, Total Project Cost: $319,000 ( Estimate for 2022)
Structure Number: G080061BTMUNNBI, Location: .2 MI. W. OF ST.RTE. 122 (Lat: 42.198908, Lng: -71.693983), Route carried "on" structure: City street , Year Built: 1886, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,125 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 13,582 (year 2031), Features Intersected: WATER QUINSIGAMOND RIVER, Facility Carried by Structure: HWY PLEASANT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.042, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Inventory Rating: 93.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: September 2020, Underwater Inspection Date: November 2021, Bridge Improvement Cost: $212,000, Roadway Improvement Cost: $22,000, Total Project Cost: $319,000 ( Estimate for 2022)
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Structure Number: G0800761EMUNNBI, Location: 1.3 MI SW OF RTE 122 (Lat: 42.184756, Lng: -71.704311), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 2.72m (8.92ft), Average Daily Traffic: 3,082 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,553 (year 2032), Design Load: HL 93, Features Intersected: WATER BLACKSTONE RIVER, Facility Carried by Structure: HWY PLEASANT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 97.2 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: 97.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: G0800761EMUNNBI, Location: 1.3 MI SW OF RTE 122 (Lat: 42.184756, Lng: -71.704311), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 2.72m (8.92ft), Average Daily Traffic: 3,082 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,553 (year 2032), Design Load: HL 93, Features Intersected: WATER BLACKSTONE RIVER, Facility Carried by Structure: HWY PLEASANT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 97.2 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: 97.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: G080081BRMUNNBI, Location: 1.4 MI SW OF RTE 122 (Lat: 42.182181, Lng: -71.704944), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,740 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 4,517 (year 2031), Design Load: H 15, Features Intersected: WATER BLACKSTONE CANAL, Facility Carried by Structure: HWY PLEASANT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 39 months, Inspection Date: September 2020, Underwater Inspection Date: January 2020, Bridge Improvement Cost: $347,000, Roadway Improvement Cost: $35,000, Total Project Cost: $521,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: G080081BRMUNNBI, Location: 1.4 MI SW OF RTE 122 (Lat: 42.182181, Lng: -71.704944), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,740 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 4,517 (year 2031), Design Load: H 15, Features Intersected: WATER BLACKSTONE CANAL, Facility Carried by Structure: HWY PLEASANT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 39 months, Inspection Date: September 2020, Underwater Inspection Date: January 2020, Bridge Improvement Cost: $347,000, Roadway Improvement Cost: $35,000, Total Project Cost: $521,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: G080091YWDOTNBI, Location: AT CORNER OF CROSS STREET (Lat: 42.177156, Lng: -71.688022), Route carried "on" structure: Alternate State highway 122A, Year Built: 1957, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 4,724 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 6,791 (year 2031), Design Load: H 20, Features Intersected: WATER BLACKSTONE RIVER, Facility Carried by Structure: ST122 A/MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: June 2020, Underwater Inspection Date: March 2020, Bridge Improvement Cost: $376,000, Roadway Improvement Cost: $38,000, Total Project Cost: $565,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up
Structure Number: G080091YWDOTNBI, Location: AT CORNER OF CROSS STREET (Lat: 42.177156, Lng: -71.688022), Route carried "on" structure: Alternate State highway 122A, Year Built: 1957, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 4,724 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 6,791 (year 2031), Design Load: H 20, Features Intersected: WATER BLACKSTONE RIVER, Facility Carried by Structure: ST122 A/MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: June 2020, Underwater Inspection Date: March 2020, Bridge Improvement Cost: $376,000, Roadway Improvement Cost: $38,000, Total Project Cost: $565,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up
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Structure Number: G080101BVMUNNBI, Location: JUST W OF RTE 122 (Lat: 42.173747, Lng: -71.680569), Route carried "on" structure: City street , Year Built: 1925, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 3,319 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,106 (year 2031), Features Intersected: WATER BLACKSTONE RIVER, Facility Carried by Structure: HWY DEPOT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: September 2020, Underwater Inspection Date: January 2019, Bridge Improvement Cost: $743,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,115,000 ( Estimate for 2022)
Structure Number: G080101BVMUNNBI, Location: JUST W OF RTE 122 (Lat: 42.173747, Lng: -71.680569), Route carried "on" structure: City street , Year Built: 1925, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 3,319 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,106 (year 2031), Features Intersected: WATER BLACKSTONE RIVER, Facility Carried by Structure: HWY DEPOT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: September 2020, Underwater Inspection Date: January 2019, Bridge Improvement Cost: $743,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,115,000 ( Estimate for 2022)
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Structure Number: G08011AWDDOT634, Location: @ CORNER OF SAMPSON ST. (Lat: 42.177672, Lng: -71.691861), Route carried "on" structure: Alternate State highway 122A, Year Built: 1999, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 4,738 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 11,055 (year 2032), Design Load: HS 20, Features Intersected: RR PWRR, Facility Carried by Structure: ST122 A/MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.961, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $295,000, Roadway Improvement Cost: $30,000, Total Project Cost: $443,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: G08011AWDDOT634, Location: @ CORNER OF SAMPSON ST. (Lat: 42.177672, Lng: -71.691861), Route carried "on" structure: Alternate State highway 122A, Year Built: 1999, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 4,738 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 11,055 (year 2032), Design Load: HS 20, Features Intersected: RR PWRR, Facility Carried by Structure: ST122 A/MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.961, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $295,000, Roadway Improvement Cost: $30,000, Total Project Cost: $443,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: G080128HGDOT634, Location: .3 MI. W OF ST 122 (Lat: 42.171994, Lng: -71.684636), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 2,873 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,106 (year 2032), Design Load: HS 20, Features Intersected: RR PWRR, Facility Carried by Structure: HWY DEPOT ST
Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.5m (47.6ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,630,000, Roadway Improvement Cost: $164,000, Total Project Cost: $2,446,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: G080128HGDOT634, Location: .3 MI. W OF ST 122 (Lat: 42.171994, Lng: -71.684636), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 2,873 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,106 (year 2032), Design Load: HS 20, Features Intersected: RR PWRR, Facility Carried by Structure: HWY DEPOT ST
Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.5m (47.6ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,630,000, Roadway Improvement Cost: $164,000, Total Project Cost: $2,446,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: G08014ACUDOT634, Location: .1MI NTH OF ST 30 (Lat: 42.247372, Lng: -71.684175), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 4,647 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,474 (year 2032), Design Load: HS 20, Features Intersected: RR MBTA/CSX, Facility Carried by Structure: HWY PINE ST
Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,756,000, Roadway Improvement Cost: $176,000, Total Project Cost: $2,635,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: G08014ACUDOT634, Location: .1MI NTH OF ST 30 (Lat: 42.247372, Lng: -71.684175), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 4,647 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,474 (year 2032), Design Load: HS 20, Features Intersected: RR MBTA/CSX, Facility Carried by Structure: HWY PINE ST
Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,756,000, Roadway Improvement Cost: $176,000, Total Project Cost: $2,635,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: G080151YEDOTNBI, Location: 0.1 MI N OF ST-122 (Lat: 42.230778, Lng: -71.707683), Route carried "on" structure: State highway 140, Year Built: 1850, Year Reconstructed: 1994, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 15,477 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 36,956 (year 2031), Features Intersected: WATER QUINSIGAMOND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.056, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Aluminum, Iron, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: November 2020, Underwater Inspection Date: Febuary 2021, Bridge Improvement Cost: $331,000, Roadway Improvement Cost: $34,000, Total Project Cost: $497,000 ( Estimate for 2022)
Structure Number: G080151YEDOTNBI, Location: 0.1 MI N OF ST-122 (Lat: 42.230778, Lng: -71.707683), Route carried "on" structure: State highway 140, Year Built: 1850, Year Reconstructed: 1994, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 15,477 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 36,956 (year 2031), Features Intersected: WATER QUINSIGAMOND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.056, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Aluminum, Iron, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: November 2020, Underwater Inspection Date: Febuary 2021, Bridge Improvement Cost: $331,000, Roadway Improvement Cost: $34,000, Total Project Cost: $497,000 ( Estimate for 2022)
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Structure Number: G080161YXDOTNBI, Location: .5 MI N OF JCT ST-122 (Lat: 42.177325, Lng: -71.690181), Route carried "on" structure: Alternate State highway 122A, Year Built: 1898, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 47,240 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 19,915 (year 2031), Features Intersected: WATER BLACKSTONE CANAL, Facility Carried by Structure: ST122 A/MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $35,000, Total Project Cost: $511,000 ( Estimate for 2022)
Structure Number: G080161YXDOTNBI, Location: .5 MI N OF JCT ST-122 (Lat: 42.177325, Lng: -71.690181), Route carried "on" structure: Alternate State highway 122A, Year Built: 1898, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 47,240 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 19,915 (year 2031), Features Intersected: WATER BLACKSTONE CANAL, Facility Carried by Structure: ST122 A/MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $35,000, Total Project Cost: $511,000 ( Estimate for 2022)
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Structure Number: G08020220DOT634, Location: .8 MI. S. OF RT-20 (Lat: 42.239756, Lng: -71.713142), Route carried "on" structure: State highway 140, Year Built: 1936, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 10,544 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 36,324 (year 2032), Design Load: H 20, Features Intersected: RR MBTA/CSX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.812, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 20.9m (68.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,711,000, Roadway Improvement Cost: $272,000, Total Project Cost: $4,067,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: G08020220DOT634, Location: .8 MI. S. OF RT-20 (Lat: 42.239756, Lng: -71.713142), Route carried "on" structure: State highway 140, Year Built: 1936, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 10,544 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 36,324 (year 2032), Design Load: H 20, Features Intersected: RR MBTA/CSX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.812, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 20.9m (68.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,711,000, Roadway Improvement Cost: $272,000, Total Project Cost: $4,067,000 ( 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: G080221BWMUNNBI, Location: .15 M W OF RTE 122 (Lat: 42.172750, Lng: -71.682056), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 3,319 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,580 (year 2032), Design Load: H 15, Features Intersected: WATER BLACKSTONE CANAL, Facility Carried by Structure: HWY DEPOT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 72.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: January 2021, Underwater Inspection Date: March 2019, Bridge Improvement Cost: $362,000, Roadway Improvement Cost: $37,000, Total Project Cost: $544,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: G080221BWMUNNBI, Location: .15 M W OF RTE 122 (Lat: 42.172750, Lng: -71.682056), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 3,319 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,580 (year 2032), Design Load: H 15, Features Intersected: WATER BLACKSTONE CANAL, Facility Carried by Structure: HWY DEPOT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 72.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: January 2021, Underwater Inspection Date: March 2019, Bridge Improvement Cost: $362,000, Roadway Improvement Cost: $37,000, Total Project Cost: $544,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: G080264LHDOTNBI, Location: I-90 MM 98.2 (Lat: 42.225750, Lng: -71.703819), Route carried "on" structure: Interstate 90, Year Built: 1957, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 71,137 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 97,198 (year 2032), Design Load: HS 20, Features Intersected: WATER QUINSIGAMOND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 158.033, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Out-to-Out Width: 75.9m (249.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $30,000, Total Project Cost: $436,000 ( Estimate for 2022)
Structure Number: G080264LHDOTNBI, Location: I-90 MM 98.2 (Lat: 42.225750, Lng: -71.703819), Route carried "on" structure: Interstate 90, Year Built: 1957, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 71,137 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 97,198 (year 2032), Design Load: HS 20, Features Intersected: WATER QUINSIGAMOND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 158.033, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Out-to-Out Width: 75.9m (249.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $30,000, Total Project Cost: $436,000 ( Estimate for 2022)
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Structure Number: G080274LFDOTNBI, Location: .3MI.E.WORCESTER ST K25 (Lat: 42.227272, Lng: -71.697256), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1986, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 49,107 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 78,965 (year 2032), Design Load: HS 20, Features Intersected: COMB SNOW RD & GURR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 158.677, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,379,000, Roadway Improvement Cost: $338,000, Total Project Cost: $5,069,000 ( 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: G080274LFDOTNBI, Location: .3MI.E.WORCESTER ST K25 (Lat: 42.227272, Lng: -71.697256), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1986, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 49,107 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 78,965 (year 2032), Design Load: HS 20, Features Intersected: COMB SNOW RD & GURR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 158.677, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,379,000, Roadway Improvement Cost: $338,000, Total Project Cost: $5,069,000 ( 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: G080274LGDOTNBI, Location: .5 MI N OF ST-122 (Lat: 42.227417, Lng: -71.697328), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1986, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 50,236 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 97,198 (year 2032), Design Load: HS 20, Features Intersected: COMB SNOW RD & GURR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 158.677, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Fair, 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,598,000, Roadway Improvement Cost: $360,000, Total Project Cost: $5,398,000 ( 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: G080274LGDOTNBI, Location: .5 MI N OF ST-122 (Lat: 42.227417, Lng: -71.697328), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1986, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 50,236 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 97,198 (year 2032), Design Load: HS 20, Features Intersected: COMB SNOW RD & GURR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 158.677, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Fair, 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,598,000, Roadway Improvement Cost: $360,000, Total Project Cost: $5,398,000 ( 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: G080284LKDOTNBI, Location: @ MM 96.9 (Lat: 42.222833, Lng: -71.729561), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1988, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 49,905 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 71,068 (year 2033), Design Load: HS 20, Features Intersected: HWY DEERNOLM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 155.941, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.3m (53.5ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $416,000, Roadway Improvement Cost: $42,000, Total Project Cost: $625,000 ( 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: G080284LKDOTNBI, Location: @ MM 96.9 (Lat: 42.222833, Lng: -71.729561), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1988, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 49,905 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 71,068 (year 2033), Design Load: HS 20, Features Intersected: HWY DEERNOLM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 155.941, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.3m (53.5ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $416,000, Roadway Improvement Cost: $42,000, Total Project Cost: $625,000 ( 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: G080284LLDOTNBI, Location: MM 96.9 (Lat: 42.223044, Lng: -71.729364), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1988, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 4,378 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 71,068 (year 2033), Design Load: HS 20, Features Intersected: HWY DEERNOLM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 155.941, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.3m (53.5ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 70.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $416,000, Roadway Improvement Cost: $42,000, Total Project Cost: $625,000 ( 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: G080284LLDOTNBI, Location: MM 96.9 (Lat: 42.223044, Lng: -71.729364), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1988, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 4,378 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 71,068 (year 2033), Design Load: HS 20, Features Intersected: HWY DEERNOLM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 155.941, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.3m (53.5ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 70.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $416,000, Roadway Improvement Cost: $42,000, Total Project Cost: $625,000 ( 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: G080294LJDOTNBI, Location: 0.2 MI S OF ST-122 (Lat: 42.223092, Lng: -71.722614), Route carried "on" structure: City street , Year Built: 1957, Year Reconstructed: 1994, Status: Open, Structure Length: 5.83m (19.13ft), Average Daily Traffic: 1,389 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,211 (year 2032), Design Load: HS 20, Features Intersected: I 90, Facility Carried by Structure: HWY BRIGHAM HILL
Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 156.424, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,480,000, Roadway Improvement Cost: $249,000, Total Project Cost: $3,721,000 ( 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: G080294LJDOTNBI, Location: 0.2 MI S OF ST-122 (Lat: 42.223092, Lng: -71.722614), Route carried "on" structure: City street , Year Built: 1957, Year Reconstructed: 1994, Status: Open, Structure Length: 5.83m (19.13ft), Average Daily Traffic: 1,389 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,211 (year 2032), Design Load: HS 20, Features Intersected: I 90, Facility Carried by Structure: HWY BRIGHAM HILL
Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 156.424, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,480,000, Roadway Improvement Cost: $249,000, Total Project Cost: $3,721,000 ( 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: G080304LDDOTNBI, Location: AT I-90 MM 98.1 (Lat: 42.224947, Lng: -71.706017), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1986, Status: Temporarily open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 47,597 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 97,198 (year 2032), Design Load: HS 20, Features Intersected: ST122 WORCESTER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 157.872, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,568,000, Roadway Improvement Cost: $257,000, Total Project Cost: $3,853,000 ( 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: G080304LDDOTNBI, Location: AT I-90 MM 98.1 (Lat: 42.224947, Lng: -71.706017), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1986, Status: Temporarily open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 47,597 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 97,198 (year 2032), Design Load: HS 20, Features Intersected: ST122 WORCESTER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 157.872, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,568,000, Roadway Improvement Cost: $257,000, Total Project Cost: $3,853,000 ( 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: G080304LEDOTNBI, Location: AT I-90 MM 98.1 (Lat: 42.225103, Lng: -71.706156), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1986, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 48,700 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 97,198 (year 2032), Design Load: HS 20, Features Intersected: ST122 WORCESTER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 157.872, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,568,000, Roadway Improvement Cost: $257,000, Total Project Cost: $3,853,000 ( 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: G080304LEDOTNBI, Location: AT I-90 MM 98.1 (Lat: 42.225103, Lng: -71.706156), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1986, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 48,700 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 97,198 (year 2032), Design Load: HS 20, Features Intersected: ST122 WORCESTER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 157.872, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,568,000, Roadway Improvement Cost: $257,000, Total Project Cost: $3,853,000 ( 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: G080314LCDOTNBI, Location: 1.5 MI N OF GRAFTON CTR (Lat: 42.227269, Lng: -71.682353), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1995, Status: Posted for load, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 1,949 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 2,211 (year 2031), Design Load: HS 20, Features Intersected: I 90, Facility Carried by Structure: HWY NORTH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 159.964, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 38.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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 corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,334,000, Roadway Improvement Cost: $334,000, Total Project Cost: $5,002,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: G080314LCDOTNBI, Location: 1.5 MI N OF GRAFTON CTR (Lat: 42.227269, Lng: -71.682353), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1995, Status: Posted for load, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 1,949 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 2,211 (year 2031), Design Load: HS 20, Features Intersected: I 90, Facility Carried by Structure: HWY NORTH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 159.964, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 38.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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 corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,334,000, Roadway Improvement Cost: $334,000, Total Project Cost: $5,002,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: G080324LBDOTNBI, Location: I-90 MM 100.0 (Lat: 42.226858, Lng: -71.669825), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1995, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 3,985 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,737 (year 2031), Design Load: HS 20, Features Intersected: I 90, Facility Carried by Structure: HWY OLD WSTBORO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.930, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $4,059,000, Roadway Improvement Cost: $406,000, Total Project Cost: $6,089,000 ( 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: G080324LBDOTNBI, Location: I-90 MM 100.0 (Lat: 42.226858, Lng: -71.669825), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1995, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 3,985 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,737 (year 2031), Design Load: HS 20, Features Intersected: I 90, Facility Carried by Structure: HWY OLD WSTBORO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.930, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $4,059,000, Roadway Improvement Cost: $406,000, Total Project Cost: $6,089,000 ( 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: G080334L9DOTNBI, Location: MM 100.9 (Lat: 42.228572, Lng: -71.652928), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1988, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 48,200 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 97,198 (year 2032), Design Load: HS 20, Features Intersected: HWY ADAMS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.378, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $26,000, Total Project Cost: $377,000 ( 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: G080334L9DOTNBI, Location: MM 100.9 (Lat: 42.228572, Lng: -71.652928), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1988, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 48,200 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 97,198 (year 2032), Design Load: HS 20, Features Intersected: HWY ADAMS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.378, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $26,000, Total Project Cost: $377,000 ( 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: G080334LADOTNBI, Location: 100.9 MM OF RT 90 (Lat: 42.228756, Lng: -71.652811), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1988, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 48,200 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 97,198 (year 2032), Design Load: HS 20, Features Intersected: HWY ADAMS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.378, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, 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: Febuary 2021, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $26,000, Total Project Cost: $377,000 ( 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: G080334LADOTNBI, Location: 100.9 MM OF RT 90 (Lat: 42.228756, Lng: -71.652811), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1988, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 48,200 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 97,198 (year 2032), Design Load: HS 20, Features Intersected: HWY ADAMS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.378, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, 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: Febuary 2021, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $26,000, Total Project Cost: $377,000 ( 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: G080294LJDOTNBI, Location: .2MI.W.WORCESTER ST (Lat: 42.216667, Lng: -71.716667), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 27,926 (year 0000), Features Intersected: I 90 EB, Facility Carried by Structure: HWY BRIG HLL RD
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 156.424, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: G080294LJDOTNBI, Location: .2MI.W.WORCESTER ST (Lat: 42.216667, Lng: -71.716667), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 27,926 (year 0000), Features Intersected: I 90 EB, Facility Carried by Structure: HWY BRIG HLL RD
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 156.424, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: G080294LJDOTNBI, Location: .2MI.W.WORCESTER ST (Lat: 42.216667, Lng: -71.716667), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 28,011 (year 0000), Features Intersected: I 90 WB, Facility Carried by Structure: HWY BRIG HLL RD
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 156.424, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: G080294LJDOTNBI, Location: .2MI.W.WORCESTER ST (Lat: 42.216667, Lng: -71.716667), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 28,011 (year 0000), Features Intersected: I 90 WB, Facility Carried by Structure: HWY BRIG HLL RD
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 156.424, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: G080314LCDOTNBI, Location: .3MI.E.SNOW ST (Lat: 42.233333, Lng: -71.683333), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 27,926 (year 0000), Features Intersected: I 90 EB, Facility Carried by Structure: HWY NORTH ST
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 159.964, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: G080314LCDOTNBI, Location: .3MI.E.SNOW ST (Lat: 42.233333, Lng: -71.683333), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 27,926 (year 0000), Features Intersected: I 90 EB, Facility Carried by Structure: HWY NORTH ST
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 159.964, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: G080314LCDOTNBI, Location: .3MI.E.SNOW ST (Lat: 42.233333, Lng: -71.683333), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 28,011 (year 0000), Features Intersected: I 90 WB, Facility Carried by Structure: HWY NORTH ST
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 159.964, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: G080314LCDOTNBI, Location: .3MI.E.SNOW ST (Lat: 42.233333, Lng: -71.683333), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 28,011 (year 0000), Features Intersected: I 90 WB, Facility Carried by Structure: HWY NORTH ST
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 159.964, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: G080324LBDOTNBI, Location: .2MI.E.NORTH ST (Lat: 42.233333, Lng: -71.683333), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 27,926 (year 0000), Features Intersected: I 90 EB, Facility Carried by Structure: HWY OLD WSTBORO
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 160.930, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: G080324LBDOTNBI, Location: .2MI.E.NORTH ST (Lat: 42.233333, Lng: -71.683333), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 27,926 (year 0000), Features Intersected: I 90 EB, Facility Carried by Structure: HWY OLD WSTBORO
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 160.930, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: G080324LBDOTNBI, Location: .2MI.E.NORTH ST (Lat: 42.233333, Lng: -71.683333), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 28,011 (year 0000), Features Intersected: I 90 WB, Facility Carried by Structure: HWY OLD WSTBORO
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 160.930, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: G080324LBDOTNBI, Location: .2MI.E.NORTH ST (Lat: 42.233333, Lng: -71.683333), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 28,011 (year 0000), Features Intersected: I 90 WB, Facility Carried by Structure: HWY OLD WSTBORO
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 160.930, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)