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

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Structure Number: L090010QVMUNNBI,  Location: 0.2 MI W OF CSHMN RD (Lat: 42.435744,  Lng: -72.492147),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Posted for load,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 129 (year 2017),  Average Future Daily Traffic: 816 (year 2032),  Design Load: H 15,  Features Intersected: WATER DOOLITTLE BROOK,  Facility Carried by Structure: HWY TEAWADDLE HL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 31.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 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,  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: November 2021,  Bridge Improvement Cost: $1,496,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $2,245,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L090020M3MUNNBI,  Location: .1 MI S OF SHUTESBURY RD. (Lat: 42.438533,  Lng: -72.482619),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 1,900 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,493 (year 2032),  Design Load: H 20,  Features Intersected: WATER ROARING BROOK,  Facility Carried by Structure: HWY CUSHMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $571,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $857,000 ( 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: L090030QRMUNNBI,  Location: 100' S OF SHUTESBURY RD (Lat: 42.439806,  Lng: -72.479722),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1979,  Status: Posted for load,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 10 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 16 (year 2033),  Features Intersected: WATER ROARING BROOK,  Facility Carried by Structure: HWY MILLERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.1m (13.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $565,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $848,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: L090040M2MUNNBI,  Location: AT JCT BROAD HILL RD (Lat: 42.448889,  Lng: -72.466581),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 2,069 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,159 (year 2032),  Features Intersected: WATER ROARING BROOK,  Facility Carried by Structure: HWY SHUTESBRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.766,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.3 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $341,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $512,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L090050M4MUNNBI,  Location: JUST W OF SHUTESBURY LINE (Lat: 42.449672,  Lng: -72.451550),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 2,069 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,159 (year 2032),  Features Intersected: WATER ROARING BROOK,  Facility Carried by Structure: HWY SHUTESBRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.200,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  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: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $451,000 ( Estimate for 2022)

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Structure Number: L090060QQMUNNBI,  Location: MOORES CORNER (Lat: 42.494222,  Lng: -72.467722),  Route carried "on" structure: City street ,  Year Built: 1938,  Year Reconstructed: 2018,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 75 (year 2019),  Average Future Daily Traffic: 409 (year 2032),  Features Intersected: WATER SAWMILL RIVER,  Facility Carried by Structure: HWY DUDLEYVILLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 55.0 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 corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L090070QUMUNNBI,  Location: JCT OLD MILL YD RD (Lat: 42.491678,  Lng: -72.476269),  Route carried "on" structure: City street ,  Year Built: 1938,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 129 (year 2001),  Truck Traffic: 4%,  Average Future Daily Traffic: 204 (year 2032),  Features Intersected: WATER SAWMILL RIVER,  Facility Carried by Structure: HWY RATTLESNAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.623,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.2m (30.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $275,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $413,000 ( Estimate for 2022),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L090090QTMUNNBI,  Location: NE OF HEMENWAY RD (Lat: 42.496981,  Lng: -72.478339),  Route carried "on" structure: City street ,  Year Built: 1910,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 650 (year 2016),  Average Future Daily Traffic: 204 (year 2033),  Design Load: HS 20,  Features Intersected: WATER SAWMILL RIVER,  Facility Carried by Structure: HWY OLD COKE KLN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Fair,  Channel: Good,  Operating Rating: 58.3 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: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 46 months,  Inspection Date: January 2022,  Underwater Inspection Date: August 2018,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: L090100M5MUNNBI,  Location: JUST S OF N LEVERETT RD (Lat: 42.507422,  Lng: -72.492153),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 1,551 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,448 (year 2032),  Design Load: H 15,  Features Intersected: WATER SAWMILL RIVER,  Facility Carried by Structure: HWY CAVE HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.621,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 35 months,  Inspection Date: April 2021,  Underwater Inspection Date: September 2019,  Bridge Improvement Cost: $657,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $986,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L09011B2JDOT634,  Location: 2.1 M N AMHERST T.L. (Lat: 42.457044,  Lng: -72.522736),  Route carried "on" structure: State highway 63,  Year Built: 2010,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 4,138 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,001 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: RR NECRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.135,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.5m (47.6ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.5m (70.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.7 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: 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: $501,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $752,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing