Bridge Statistics for Plymouth, Massachusetts (MA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: P1300146WDOTNBI,  Location: .5 M S OF RTE 44 (Lat: 41.954986,  Lng: -70.662983),  Route carried "on" structure: Alternate State highway 3A,  Year Built: 1908,  Year Reconstructed: 1919,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 6,000 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,324 (year 2033),  Features Intersected: WATER TOWN BROOK,  Facility Carried by Structure: ST 3 A/MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.351,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.7m (41.7ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.0m (42.7ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,023,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $1,535,000 ( Estimate for 2022)

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Structure Number: P1300246XDOTNBI,  Location: 3 M S OF RTE 44 (Lat: 41.942200,  Lng: -70.622972),  Route carried "on" structure: Alternate State highway 3A,  Year Built: 1958,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 4,600 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,586 (year 2031),  Design Load: H 20,  Features Intersected: WATER EEL RIVER,  Facility Carried by Structure: ST 3 A/WARREN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.707,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 50.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $283,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $425,000 ( 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: P1300842AMUNNBI,  Location: JUST WEST OF 3A (Lat: 41.954581,  Lng: -70.663669),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 17,330 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,110 (year 2033),  Design Load: H 20,  Features Intersected: WATER TOWN BROOK,  Facility Carried by Structure: HWY MARKET ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $249,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $374,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: P13012AU0MUNNBI,  Location: .2 MI W OF RTE 3A (Lat: 41.936861,  Lng: -70.619139),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,159 (year 2031),  Design Load: HS 20,  Features Intersected: WATER EEL RIVER,  Facility Carried by Structure: HWY RIVER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.062,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.6 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: August 2020,  Underwater Inspection Date: April 2020,  Bridge Improvement Cost: $576,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $865,000 ( Estimate for 2022)

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Structure Number: P13014C0NMUNNBI,  Location: 184FT S. OF SUMMER ST (Lat: 41.952683,  Lng: -70.667756),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,700 (year 2018),  Truck Traffic: 2%,  Design Load: HL 93,  Features Intersected: WATER TOWN BROOK,  Facility Carried by Structure: HWY NEWFIELD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 8 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: High priority of replacement,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: P1302249BDOTNBI,  Location: 1.5 M S OF KINGSTON TL (Lat: 41.954500,  Lng: -70.682267),  Route carried "on" structure: State highway 3,  Year Built: 1992,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 40,300 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 111,025 (year 2033),  Design Load: HS 20,  Features Intersected: US 44 SAMOSET ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.657,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,835,000,  Roadway Improvement Cost: $284,000,  Total Project Cost: $4,253,000 ( 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: P1302249CDOTNBI,  Location: 1.5 M S OF KINGSTON TL (Lat: 41.954406,  Lng: -70.682467),  Route carried "on" structure: State highway 3,  Year Built: 1992,  Status: Open,  Structure Length: 3.83m (12.57ft),  Average Daily Traffic: 40,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 111,025 (year 2033),  Design Load: HS 20,  Features Intersected: US 44 SAMOSET ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.657,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 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: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $490,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $736,000 ( 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: P130234B2DOTNBI,  Location: 1 MI W OF RTE 3A (Lat: 41.949847,  Lng: -70.678975),  Route carried "on" structure: City street ,  Year Built: 1951,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 21,500 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,323 (year 2031),  Design Load: H 20,  Features Intersected: ST 3 PILGRIM HWY,  Facility Carried by Structure: HWY SUMMER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.992,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,550,000,  Roadway Improvement Cost: $156,000,  Total Project Cost: $2,326,000 ( 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: P130254CKDOTNBI,  Location: 1.5 M E OF RTE 3 (Lat: 41.937400,  Lng: -70.619164),  Route carried "on" structure: Other road ,  Year Built: 1951,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 12,112 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,163 (year 2032),  Design Load: H 20,  Features Intersected: WATER EEL RIVER,  Facility Carried by Structure: HWY PLIMTH PLNTN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.574,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  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: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  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 2021,  Underwater Inspection Date: April 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

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Structure Number: P13026499DOTNBI,  Location: 2.5 M S OF KINGSTON TL (Lat: 41.944336,  Lng: -70.675197),  Route carried "on" structure: State highway 3,  Year Built: 1950,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 39,928 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 67,436 (year 2032),  Design Load: H 20,  Features Intersected: HWY BILLINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.774,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,373,000,  Roadway Improvement Cost: $238,000,  Total Project Cost: $3,560,000 ( 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: P1302649ADOTNBI,  Location: 2.5 M S OF KINGSTON TL (Lat: 41.944511,  Lng: -70.675144),  Route carried "on" structure: State highway 3,  Year Built: 1950,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 40,284 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 67,436 (year 2032),  Design Load: H 20,  Features Intersected: HWY BILLINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.790,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,373,000,  Roadway Improvement Cost: $238,000,  Total Project Cost: $3,560,000 ( 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: P13028498DOTNBI,  Location: 3.5 M S OF KINGSTON TL (Lat: 41.935742,  Lng: -70.656644),  Route carried "on" structure: State highway 3,  Year Built: 1950,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 81,327 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 157,930 (year 2032),  Design Load: H 20,  Features Intersected: HWY LONG POND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.004,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 76.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $34,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $52,000 ( 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: P1302946YDOTNBI,  Location: 3.5 M S OF RTE 44 (Lat: 41.938628,  Lng: -70.613383),  Route carried "on" structure: Alternate State highway 30,  Year Built: 1950,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 10,184 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,954 (year 2031),  Design Load: H 20,  Features Intersected: HWY PLIMOTH PLNTN HWY,  Facility Carried by Structure: ST 3 A/SB WARREN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.781,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  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: September 2020,  Bridge Improvement Cost: $2,353,000,  Roadway Improvement Cost: $236,000,  Total Project Cost: $3,530,000 ( 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: P130304B3DOTNBI,  Location: 1.5 M S OF RTE 3A (Lat: 41.933914,  Lng: -70.629792),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 4,200 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,948 (year 2033),  Design Load: H 20,  Features Intersected: HWY PLIMOTH PLNTN HWY,  Facility Carried by Structure: HWY SANDWICH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,643,000,  Roadway Improvement Cost: $165,000,  Total Project Cost: $2,465,000 ( 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: P130314B4DOTNBI,  Location: 1.13 KM W OF RTE 3A (Lat: 41.935633,  Lng: -70.625269),  Route carried "on" structure: Other road ,  Year Built: 1951,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 2,849 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,738 (year 2031),  Design Load: H 20,  Features Intersected: HWY PLIMOTH PLNTN HWY,  Facility Carried by Structure: HWY RIVER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,684,000,  Roadway Improvement Cost: $269,000,  Total Project Cost: $4,027,000 ( 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: P130324CJDOTNBI,  Location: 1.4 M S OF RTE 3 (Lat: 41.937608,  Lng: -70.618072),  Route carried "on" structure: City street ,  Year Built: 1951,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 18,700 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 30,875 (year 2031),  Design Load: H 20,  Features Intersected: HWY CLIFFORD RD,  Facility Carried by Structure: HWY PLIMTH PLNTN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft),  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: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.1 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $159,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $239,000 ( 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: P13033497DOTNBI,  Location: .8 MI SO OF LONG POND RD (Lat: 41.932217,  Lng: -70.641956),  Route carried "on" structure: State highway 3,  Year Built: 1956,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 29,500 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 61,909 (year 2033),  Design Load: H 20,  Features Intersected: HWY PLIMOTH PLNTN HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.732,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 37.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,811,000,  Roadway Improvement Cost: $182,000,  Total Project Cost: $2,717,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Cathodic Protection