Bridge Statistics for Yarmouth, Massachusetts (MA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 115ft / 34.9mTotal length
- $24,840,000Total costs
- 225,565Total average daily traffic
- 11,875Total average daily truck traffic
- 388,350Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Yarmouth
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 31950-1959
- 31960-1969
- 31970-1979
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 21990-1999
- Bridge Condition - Deck
- 10.0%Very good
- 40.0%Good
- 40.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Superstructure
- 9.1%Very good
- 27.3%Good
- 27.3%Satisfactory
- 36.4%Fair
- Bridge Condition - Substructure
- 9.1%Very good
- 54.5%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: B130201EEMUNNBI, Location: 1 M SE OF BLACKSTONE ST (Lat: 42.048917, Lng: -71.520211), Route carried "on" structure: City street , Year Built: 1880, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,021 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 3,317 (year 2033), Features Intersected: WATER MILL RIVER, Facility Carried by Structure: HWY ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, 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 2022, Bridge Improvement Cost: $451,000, Roadway Improvement Cost: $46,000, Total Project Cost: $677,000 ( Estimate for 2022)
Structure Number: B130201EEMUNNBI, Location: 1 M SE OF BLACKSTONE ST (Lat: 42.048917, Lng: -71.520211), Route carried "on" structure: City street , Year Built: 1880, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,021 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 3,317 (year 2033), Features Intersected: WATER MILL RIVER, Facility Carried by Structure: HWY ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, 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 2022, Bridge Improvement Cost: $451,000, Roadway Improvement Cost: $46,000, Total Project Cost: $677,000 ( Estimate for 2022)
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Structure Number: Y01002BNFDOTNBI, Location: 2 MI W OF DENNIS TL (Lat: 41.649097, Lng: -70.223425), Route carried "on" structure: State highway 28, Year Built: 2021, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 26,508 (year 2021), Truck Traffic: 3%, Design Load: HL 93, Features Intersected: WATER PARKERS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.2m (30.2ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: Y01002BNFDOTNBI, Location: 2 MI W OF DENNIS TL (Lat: 41.649097, Lng: -70.223425), Route carried "on" structure: State highway 28, Year Built: 2021, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 26,508 (year 2021), Truck Traffic: 3%, Design Load: HL 93, Features Intersected: WATER PARKERS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.2m (30.2ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: Y01005474DOTNBI, Location: 4.0 M E OF RTE 132 (Lat: 41.687381, Lng: -70.257128), Route carried "on" structure: US 6, Year Built: 1953, Year Reconstructed: 1997, Status: Temporarily open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 25,900 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 67,910 (year 2032), Design Load: H 20, Features Intersected: COMB WILLOW ST & MACRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.377, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $3,229,000, Roadway Improvement Cost: $323,000, Total Project Cost: $4,844,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up
Structure Number: Y01005474DOTNBI, Location: 4.0 M E OF RTE 132 (Lat: 41.687381, Lng: -70.257128), Route carried "on" structure: US 6, Year Built: 1953, Year Reconstructed: 1997, Status: Temporarily open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 25,900 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 67,910 (year 2032), Design Load: H 20, Features Intersected: COMB WILLOW ST & MACRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.377, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $3,229,000, Roadway Improvement Cost: $323,000, Total Project Cost: $4,844,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up
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Structure Number: Y01005475DOTNBI, Location: 4.0 M E OF RTE 132 (Lat: 41.687044, Lng: -70.257225), Route carried "on" structure: US 6, Year Built: 1966, Year Reconstructed: 1997, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 27,179 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 67,910 (year 2032), Design Load: H 20, Features Intersected: COMB WILLOW ST & MACRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.377, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 48.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.60m (21.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $3,552,000, Roadway Improvement Cost: $356,000, Total Project Cost: $5,329,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Other
Structure Number: Y01005475DOTNBI, Location: 4.0 M E OF RTE 132 (Lat: 41.687044, Lng: -70.257225), Route carried "on" structure: US 6, Year Built: 1966, Year Reconstructed: 1997, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 27,179 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 67,910 (year 2032), Design Load: H 20, Features Intersected: COMB WILLOW ST & MACRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.377, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 48.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.60m (21.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $3,552,000, Roadway Improvement Cost: $356,000, Total Project Cost: $5,329,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Other
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Structure Number: Y0100647ADOTNBI, Location: 2.3 M E OF WILLOW ST (Lat: 41.690319, Lng: -70.214742), Route carried "on" structure: US 6, Year Built: 1954, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 39,369 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 39,482 (year 2032), Design Load: H 20, Features Intersected: HWY UNION ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.603, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.7m (64.6ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 45.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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: September 2021, Bridge Improvement Cost: $1,140,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,711,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Other
Structure Number: Y0100647ADOTNBI, Location: 2.3 M E OF WILLOW ST (Lat: 41.690319, Lng: -70.214742), Route carried "on" structure: US 6, Year Built: 1954, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 39,369 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 39,482 (year 2032), Design Load: H 20, Features Intersected: HWY UNION ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.603, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.7m (64.6ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 45.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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: September 2021, Bridge Improvement Cost: $1,140,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,711,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Other
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Structure Number: Y010074BFDOTNBI, Location: 3.8 M E OF WILLOW ST (Lat: 41.691881, Lng: -70.183742), Route carried "on" structure: City street , Year Built: 1954, Year Reconstructed: 1970, Status: Open, Structure Length: 5.29m (17.36ft), Average Daily Traffic: 7,142 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 18,952 (year 2032), Design Load: H 20, Features Intersected: US 6 MID CAPE HWY, Facility Carried by Structure: HWY N DENNIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,499,000, Roadway Improvement Cost: $250,000, Total Project Cost: $3,749,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: Y010074BFDOTNBI, Location: 3.8 M E OF WILLOW ST (Lat: 41.691881, Lng: -70.183742), Route carried "on" structure: City street , Year Built: 1954, Year Reconstructed: 1970, Status: Open, Structure Length: 5.29m (17.36ft), Average Daily Traffic: 7,142 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 18,952 (year 2032), Design Load: H 20, Features Intersected: US 6 MID CAPE HWY, Facility Carried by Structure: HWY N DENNIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,499,000, Roadway Improvement Cost: $250,000, Total Project Cost: $3,749,000 ( 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: Y0101247BDOTNBI, Location: 2.3 M E OF WILLOW ST (Lat: 41.689986, Lng: -70.214378), Route carried "on" structure: US 6, Year Built: 1970, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 39,400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 39,482 (year 2032), Design Load: H 20, Features Intersected: HWY UNION ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.635, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,236,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,855,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Other
Structure Number: Y0101247BDOTNBI, Location: 2.3 M E OF WILLOW ST (Lat: 41.689986, Lng: -70.214378), Route carried "on" structure: US 6, Year Built: 1970, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 39,400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 39,482 (year 2032), Design Load: H 20, Features Intersected: HWY UNION ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.635, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,236,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,855,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Other
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Structure Number: Y01013478DOTNBI, Location: 1.8 M E OF WILLOW ST (Lat: 41.689206, Lng: -70.221936), Route carried "on" structure: US 6, Year Built: 1970, Status: Open, Structure Length: 2.05m (6.73ft), Average Daily Traffic: 24,404 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 78,649 (year 2032), Design Load: H 20, Features Intersected: RR MACRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.008, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.0m (62.3ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,073,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,610,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: Y01013478DOTNBI, Location: 1.8 M E OF WILLOW ST (Lat: 41.689206, Lng: -70.221936), Route carried "on" structure: US 6, Year Built: 1970, Status: Open, Structure Length: 2.05m (6.73ft), Average Daily Traffic: 24,404 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 78,649 (year 2032), Design Load: H 20, Features Intersected: RR MACRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.008, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.0m (62.3ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,073,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,610,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: Y01014479DOTNBI, Location: 1.8 M E OF WILLOW ST (Lat: 41.689622, Lng: -70.222847), Route carried "on" structure: US 6, Year Built: 1971, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 17,442 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 41,062 (year 2032), Design Load: H 20, Features Intersected: RR MACRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 118.911, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $35,000, Total Project Cost: $511,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: Y01014479DOTNBI, Location: 1.8 M E OF WILLOW ST (Lat: 41.689622, Lng: -70.222847), Route carried "on" structure: US 6, Year Built: 1971, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 17,442 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 41,062 (year 2032), Design Load: H 20, Features Intersected: RR MACRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 118.911, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $35,000, Total Project Cost: $511,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: Y01015477DOTNBI, Location: 1.5 M E OF WILLOW ST (Lat: 41.687261, Lng: -70.228922), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 2.75m (9.02ft), Average Daily Traffic: 8,100 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 15,793 (year 2031), Design Load: H 20, Features Intersected: US 6 EB/MID CAPE HWY, Facility Carried by Structure: HWY W YARMTH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.829, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.7m (87.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,518,000, Roadway Improvement Cost: $152,000, Total Project Cost: $2,278,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: Y01015477DOTNBI, Location: 1.5 M E OF WILLOW ST (Lat: 41.687261, Lng: -70.228922), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 2.75m (9.02ft), Average Daily Traffic: 8,100 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 15,793 (year 2031), Design Load: H 20, Features Intersected: US 6 EB/MID CAPE HWY, Facility Carried by Structure: HWY W YARMTH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.829, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.7m (87.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,518,000, Roadway Improvement Cost: $152,000, Total Project Cost: $2,278,000 ( 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: Y01016476DOTNBI, Location: 1.5 M E OF WILLOW ST (Lat: 41.687919, Lng: -70.229131), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 2.75m (9.02ft), Average Daily Traffic: 8,100 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 15,793 (year 2032), Design Load: H 20, Features Intersected: US 6 WB/MID CAPE HWY, Facility Carried by Structure: HWY W YARMTH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.829, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.6m (87.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,517,000, Roadway Improvement Cost: $152,000, Total Project Cost: $2,276,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: Y01016476DOTNBI, Location: 1.5 M E OF WILLOW ST (Lat: 41.687919, Lng: -70.229131), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 2.75m (9.02ft), Average Daily Traffic: 8,100 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 15,793 (year 2032), Design Load: H 20, Features Intersected: US 6 WB/MID CAPE HWY, Facility Carried by Structure: HWY W YARMTH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.829, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.6m (87.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,517,000, Roadway Improvement Cost: $152,000, Total Project Cost: $2,276,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up