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

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Structure Number: B1400400KMUNNBI,  Location: .3 MI W OF BLANDFORD TL (Lat: 42.180239,  Lng: -72.888528),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 517 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 948 (year 2033),  Design Load: H 20,  Features Intersected: WATER FREELAND BROOK,  Facility Carried by Structure: HWY RUSSEL STAGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  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: 70.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $264,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $397,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B1400703EMUNNBI,  Location: 0.2MI S OF N.BLAND. RD (Lat: 42.207014,  Lng: -72.980542),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Posted for load,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 259 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 158 (year 2031),  Design Load: H 20,  Features Intersected: WATER WHEELER BROOK,  Facility Carried by Structure: HWY BLAIR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Underwater Inspection Date: September 2020,  Bridge Improvement Cost: $322,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $484,000 ( Estimate for 2022)

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Structure Number: B1401653UMUNNBI,  Location: 200'W. OF INT.W/BLAIR RD. (Lat: 42.210278,  Lng: -72.982222),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 388 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 221 (year 2031),  Design Load: HS 20,  Features Intersected: WATER PEEBLE BROOK,  Facility Carried by Structure: HWY N BLNDFRD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Good,  Inventory Rating: 61.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $375,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $563,000 ( Estimate for 2022)

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Structure Number: B1401703FMUNNBI,  Location: 0.6MI S OF RT23 NEAR RES (Lat: 42.167222,  Lng: -72.948611),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 120 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 268 (year 2033),  Features Intersected: WATER POND BROOK,  Facility Carried by Structure: HWY BEECH HLL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 11.0m (36.1ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $288,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $433,000 ( Estimate for 2022)

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Structure Number: B140214G6DOTNBI,  Location: 26.1 MILE MARKER (Lat: 42.226714,  Lng: -72.972022),  Route carried "on" structure: City street ,  Year Built: 1957,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 200 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 316 (year 2033),  Design Load: HS 20,  Features Intersected: I 90,  Facility Carried by Structure: HWY OLD CHSTR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.003,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.80m (19.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,024,000,  Roadway Improvement Cost: $203,000,  Total Project Cost: $3,037,000 ( 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: B140224G5DOTNBI,  Location: 28.8 MILE MARKER (Lat: 42.198492,  Lng: -72.937475),  Route carried "on" structure: City street ,  Year Built: 1957,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 800 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,263 (year 2033),  Design Load: HS 20,  Features Intersected: I 90,  Facility Carried by Structure: HWY NORTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.348,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  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: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.00m (26.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $3,960,000,  Roadway Improvement Cost: $397,000,  Total Project Cost: $5,941,000 ( 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: B140234G3DOTNBI,  Location: 0.35 MI. N. OF RTE 23 C3 (Lat: 42.182911,  Lng: -72.921417),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 2.15m (7.05ft),  Average Daily Traffic: 30,141 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 44,023 (year 2032),  Design Load: HS 20,  Features Intersected: HWY RUSSELL STAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.440,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.9m (42.3ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: April 2021,  Bridge Improvement Cost: $239,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $359,000 ( 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: B140234G4DOTNBI,  Location: 0.35 MI. N. OF RTE 23 C3 (Lat: 42.182956,  Lng: -72.920919),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 2.15m (7.05ft),  Average Daily Traffic: 30,141 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 44,220 (year 2032),  Design Load: HS 20,  Features Intersected: HWY RUSSELL STAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.440,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.9m (42.3ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,141,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $1,712,000 ( 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: B14024AQYMUNNBI,  Location: AT INT. W/ NYE BROOK ROAD (Lat: 42.181964,  Lng: -72.892408),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 388 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 790 (year 2031),  Design Load: HS 20,  Features Intersected: WATER FREELAND BROOK,  Facility Carried by Structure: HWY RUSSEL STAGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.50m (1.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $335,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $503,000 ( Estimate for 2022)

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Structure Number: B140214G6DOTNBI,  Location: 0.1 M S CHESTER RD (Lat: 42.233333,  Lng: -72.966667),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 0000),  Features Intersected: I 90 EB,  Facility Carried by Structure: HWY OLD CHSTR RD
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 42.003,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: B140214G6DOTNBI,  Location: .1MI.S.CHESTER RD (Lat: 42.233333,  Lng: -72.966667),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 0000),  Features Intersected: I 90 WB,  Facility Carried by Structure: HWY OLD CHSTR RD
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 42.003,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: B140224G5DOTNBI,  Location: 0.1 MI N GORE RD (Lat: 42.200000,  Lng: -72.933333),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 0000),  Features Intersected: I 90 EB,  Facility Carried by Structure: HWY NORTH ST
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 46.348,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: B140224G5DOTNBI,  Location: .1MI.N.GORE RD (Lat: 42.200000,  Lng: -72.933333),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 0000),  Features Intersected: I 90 WB,  Facility Carried by Structure: HWY NORTH ST
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 46.348,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: B140234G3DOTNBI,  Location: .35 MI N OF RTE 23 (Lat: 42.182911,  Lng: -72.921417),  Route carried "under" structure: City street ,  Year Built: 1957,  Structure Length: 0. m,  Features Intersected: HWY RUSSELL STAGE RD,  Facility Carried by Structure: I 90 EB
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: B140234G4DOTNBI,  Location: .35 N OFBRTE 23 (Lat: 42.182956,  Lng: -72.920919),  Route carried "under" structure: City street ,  Year Built: 1957,  Structure Length: 0. m,  Features Intersected: HWY RUSSELL STAGE RD,  Facility Carried by Structure: I 90 WB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)